2. productivity_aed ut.pdf
TRANSCRIPT
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 157
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 257
4
Kontributor
Productivity
AvailabilityOperating cost
0
2
Resale value
Interest rateInitial price
Others
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 357
Produksi ndash Langsung melakukan kegiatanproduksi alat gali muat
PembagianPembagian KerjaKerja AlatAlat BeratBerat
Support
ndash Membantu kelancaran prosesproduksi road maintenanceditching dll
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 457
Pemilihan alat berat tepat
aplikasi spesifikasi jumlah
ProduktivitasProduktivitas OptimalOptimal
Pengoperasian
Peran user distributor amp
principal
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 557
ProductivityProductivity
Satuan umum productivity Total output total time
dipindahkan
Total time waktu siklus yang dibutuhkan
untuk melakukan produksi Overburden bcmhr
Coal tonhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 257
4
Kontributor
Productivity
AvailabilityOperating cost
0
2
Resale value
Interest rateInitial price
Others
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 357
Produksi ndash Langsung melakukan kegiatanproduksi alat gali muat
PembagianPembagian KerjaKerja AlatAlat BeratBerat
Support
ndash Membantu kelancaran prosesproduksi road maintenanceditching dll
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 457
Pemilihan alat berat tepat
aplikasi spesifikasi jumlah
ProduktivitasProduktivitas OptimalOptimal
Pengoperasian
Peran user distributor amp
principal
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 557
ProductivityProductivity
Satuan umum productivity Total output total time
dipindahkan
Total time waktu siklus yang dibutuhkan
untuk melakukan produksi Overburden bcmhr
Coal tonhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 357
Produksi ndash Langsung melakukan kegiatanproduksi alat gali muat
PembagianPembagian KerjaKerja AlatAlat BeratBerat
Support
ndash Membantu kelancaran prosesproduksi road maintenanceditching dll
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 457
Pemilihan alat berat tepat
aplikasi spesifikasi jumlah
ProduktivitasProduktivitas OptimalOptimal
Pengoperasian
Peran user distributor amp
principal
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 557
ProductivityProductivity
Satuan umum productivity Total output total time
dipindahkan
Total time waktu siklus yang dibutuhkan
untuk melakukan produksi Overburden bcmhr
Coal tonhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 457
Pemilihan alat berat tepat
aplikasi spesifikasi jumlah
ProduktivitasProduktivitas OptimalOptimal
Pengoperasian
Peran user distributor amp
principal
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 557
ProductivityProductivity
Satuan umum productivity Total output total time
dipindahkan
Total time waktu siklus yang dibutuhkan
untuk melakukan produksi Overburden bcmhr
Coal tonhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 557
ProductivityProductivity
Satuan umum productivity Total output total time
dipindahkan
Total time waktu siklus yang dibutuhkan
untuk melakukan produksi Overburden bcmhr
Coal tonhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 657
Total OutputTotal Output
Jumlah material yang bisa dipindahkan Dipindahkan oleh proses gali-muat-
angkut
Mis proses pemindahan overburden bisa
mentransport dari pit-waste dump sebanyak4000 dalam satu shift (8 jam efektif kerja)
Produktivitas adalah (40008) bcmhr = 500 bcmhr
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 757
Total TimeTotal Time
Waktu siklus (cycle time) yang dibutuhkan untukmelakukan produksi
Terbagi atas waktu primer amp sekunder
pastiharus ada
Sekunder meliputi komponen waktu yangsebenarnya tidak perlu ada namun ada kalanyatak bisa dihindari dalam proses produksi
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 857
Komponen Total waktuKomponen Total waktu
Machine
type
Working
type Primary time Secondary time
HydraulicExcavator
Loading Digging-Swing Loaded ndashDump ndash Swing Empty
Wait to dump idle dig toprepare amp cleaning
- ndash
Loader
forward loaded - Dump ndashreverse empty ndash forwardempty
clearing idle amp wait todump
DumpTruck
Hauling Loading-hauling-spot atdump ndash dumping-returning-spot at load
Delay amp queuing
Dozer Ripping Ripping positioning todoze dozing positioningto rip
Idle amp delay
Dozer Dozing Dozing Idle amp delay
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 957
Success story of productivity improvementSuccess story of productivity improvement
PC3000 Job Site X
Condition Cycle time 259 sec
Improve by UT KMG KLTDbull Increase digging forcebull Improvement hydraulic system
bull Operator training
Result Cycle time 246 sec
Customer
Bisakah dipercepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1057
Success story of productivity improvementSuccess story of productivity improvement
HD1500 payload 150 ton
Satu trip muat penuh hanya +- 135 tonBanyak tumpahan
Ditambah extention wall+- 150 ton per-tripMengurangi tumpahanPerubahan fuel consumption amp speed
tidak signifikan Syarat utama NO OVER LOAD
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1157
Possibility Hazard when DT OverloadPossibility Hazard when DT Overload
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1257
KP = KB x BF x 3600 x ECT
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161
983115983106 983101 983106983157983139983147983141983156 983107983137983152983137983139983145983156983161
983106983110 983101 983106983157983139983147983141983156 983110983145983148983148 983110983137983139983156983151983154
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983107983124 983101 983107983161983139983148983141 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1357
Productivity test for excavator andProductivity test for excavator andwheel loaderwheel loader
By DAA software
- Actual test measure takentime of every motion of themachine to know actual
cycle time productivity fuelconsumption
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1457
ContohContoh HasilHasil daridari DAA SoftwareDAA Software
General ampSummary Data
gtgtgt
gtgtgt 983120983154983145983149983137983154983161 983124983145983149983141983098 983125983150983145983156 amp
983151983152983141983154983137983156983151983154 983152983141983154983142983151983154983149983137983150983139983141
983123983141983139983151983150983140983137983154983161 983124983145983149983141983098 983117983145983150983141983120983148983137983150983150983145983150983143 amp 983123983157983152983141983154983158983145983155983145983151983150
983120983141983154983142983151983154983149983137983150983139983141
Items to improve
Combine with DT cycle timeto get Matching Factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1557
Data yang bisa diperolehData yang bisa diperoleh
Cycle time per-komponen excavatorwheel loader
Distribusi primary-secondary time
-
Fuel consumption
Estimasi produktivitas
Matching factor alat muat ndash alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1657
FaktorFaktor yangyang mempengaruhimempengaruhiBucket fill factorBucket fill factor
bull Bentuk amp fragmentasi materialbull Angle of reposebull
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1757
Bucket fill factorBucket fill factor
SAE Standard Approx 11 bucket factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1857
Optimalkan payload
ndash Baik untuk alat muat maupun angkut
Fleet Performance OptimizationFleet Performance Optimization
Maksimalkan efisiensi siklus kerja
Efisiensi interaksi alat muat-angkut
(match factor)
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 1957
Bucket fill factorBucket fill factor
Material yang tertinggal di bucket menjadi pengurang bucket fill factor
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2057
Fleet Performance GuidelinesFleet Performance Guidelines
Kunci tingginya performa fleet
ndash Loading rate maksimum
ndash Kecilnya waktu tunggu DTexcavator
Untuk produksi tinggi bisa
digunakan lsquodouble side loadingrsquo
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2157
Prinsip double side loading DT ngantri
Loading Double Side LoadingLoading Double Side Loading
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2257
Advantages of Double SideAdvantages of Double Side
LoadingLoading
Produktivitas fleet akan lebih tinggi Swing angle kecil cycle time loading
lebih cepat
Waktu tunggu manuver (wait to dump)shovel relatif kecil bahkan hampirtidak ada
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2357
Disadvantage of double sideDisadvantage of double side
loadingloading
Hauling cost lebih mahaldaripada loading cost
Dump truck mengantri lebihrugi daripada shovel nunggu
Double side loading yangmerupakan kelebihan shovel
mulai ditinggalkan
Penggunaan shovel akan
makin berkurang
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2457
Excavator Case StudyExcavator Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2557
KP = x x(n x ct) + JV1 + JV2 + t1+ t2
983115983120 983101 983120983154983151983140983157983139983156983145983158983145983156983161983107 983101 983120983154983151983140983157983139983156983145983151983150 983152983141983154 983124983154983145983152
983109 983101 983114983151983138 983109983142983142983145983139983145983141983150983139983161
983150 983101 983114983157983149983148983137983144 983120983144983137983155983141
983139983156 983101 983107983161983139983148983141 983124983145983149983141 983116983151983137983140983141983154
983114 983101 983112983137983157983148983145983150983143 983108983145983155983156983137983150983139983141983126983089 983101 983112983137983157983148983145983150983143 983123983152983141983141983140
983126983090 983101 983122983141983156983157983154983150983145983150983143 983123983152983141983141983140
983156983089 983101 983108983157983149983152983145983150983143 983124983145983149983141
983124983090 983101 983117983137983150983157983158983141983154 983124983145983149983141
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2657
DUMP TRUCK PRODUCTIVITY FACTORDUMP TRUCK PRODUCTIVITY FACTOR
BUCKET
CAPACITY
VESSELCONTAINMENT
NUMBER OFPASSES
PAYLOAD
BENCHCONDITION
LOADINGMETHOD
MATERIALCONDITION
PRODUCTIVITY
CYCLE-TIME
LOADINGTIME
SPEED
SPOTTIME
WAITINGTIME
HAULING amp
RETURN TIME
MATCHING
DISTANCE
LOADING TIMEPER-PASS
EXCAVATOR
OPERATOR SKILL
DT OPERATORSKILL
ROADCONDITION
DTCHARACTERISTIC
TRAFFICCONDITION
SPOT AREACONDITION
AVAILABLEPOWER
TIRE
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2757
General Haulage Unit ProductivityGeneral Haulage Unit Productivity
Haulage Cycle Components
Description+ Spot Time (1st Pass Delay)
+ Load Time
+ Haul Time
+ Turn and Dump Time
+ Return Time
+ Wait Delays (Repetitive)
Total Truck Cycle Time
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2857
Spot TimeManouver TimeSpot TimeManouver Time
Manuver di loading area Untuk mempercepat proses perlu
cukup untuk manuver
Rear Dump Trucks 15 ndash 40 seconds
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 2957
Load TimeLoad Time
Waktu pemuatan
Mulai lsquobucket dumprsquo pertama sampai lsquobucketdumprsquo terakhir
- - -empty
Sering terganggu untuk pekerjaan lsquogeneralrsquo
ndash Faceslope Development
ndash Floor Clean-Up
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3057
Turn and Dump TimeTurn and Dump Time
Manuver amp dumping di disposal Raise and Descend Time for vessel
jalan dumping area yang buruk
Total Time asympasympasympasymp 100 minute
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3157
Wait Time Queuing TimeWait Time Queuing Time
Antri saat pemuatan Matching factor gt 1
Antri saat dumping umumnya untuk DT yangdumping di hoper atau disposal area sempit
sebagai bagian dari hauling time
Bisa dikurangi dengan perhitungan matchingfactor yang tepat
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3257
Travel TimeTravel Time
Can be loaded travel or empty travel
Either Method Requires Detailed ProfileInformation such as
ndash Distance ndash Grade Resistance
ndash Rolling Resistance
ndash Speed Limits
ndash Curve Locations and Radius Figures
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3357
The sum of
ndash Spot and wait time
ndash Load time
Truck Cycle TimeTruck Cycle Time
ndash All travel time
ndash Turn amp dump time plus all other fixed time
Number of cycles hour equals ndash Define production time per hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3457
Haul Truck Performance Optimization
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3557
Critical Operating ParametersCritical Operating Parameters
PayloadPayload Typical Rolling Resistance ValuesTypical Rolling Resistance Values
o ng es s anceo ng es s ance
Construction Methods andConstruction Methods andMaterialsMaterials
Road CharacteristicRoad Characteristic DrainageDrainage
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3657
Typical Rolling Resistance ValuesTypical Rolling Resistance ValuesTire Rolling
Penetration Resistance
Hard smooth stabilized surface roadway withoutpenetration under load maintained watered
0 2
Firm smooth rolling roadway with dirt or light surfacingflexing slightly under load maintained watered
12-1 3
Conditions
Dirt roadway rutted flexing under load little maintenanceno water 1-2 in (25-50 mm) tire penetration 1-2 5
Rutted dirt roadway soft under travel no maintenance nostabilization 4-6 in (100-150 mm) tire penetration
4-6 8
Loose sand or gravel 6+ 10
Soft muddy rutted roadway no maintenance 6-12 10-20
Snow packed - 45
Snow loose - 25
Rolling ResistanceRolling Resistance
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3757
Rolling Resistance 15 - 20
Asphalt Paved Road Well Maintained Unpaved RoadRolling Resistance 25~30 Rolling Resistance 35
Compacted maintained by MotorGrader but still soft on surface
Rolling ResistanceRolling Resistance
Soft not well maintained such asloading area
Rolling Resistance 50
Badly maintained not compacted
Rolling Resistance 80 Rolling Resistance 15~20
Not maintained at all Soft muddyNot for rigid dump trucks
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3857
bull ldquoOpenrdquo dimensionbull CBR 80 or greater crushed
Construction Methods andConstruction Methods and
MaterialsMaterials
bull Layers =lt 8 in (20 cm)bull Subbase 2 ft (06m) widerbull Repeated passes- -tracked
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 3957
ndash Maximize Safety Speeds ndash Minimize Tire Wear ndash Minimize Spillage
Curve SuperelevationCurve Superelevation
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4057
Road WidthRoad Width
For mining with various of dump truck size follow the biggest dump truck
Dimensi lebar jalan 35 x lebar Dump Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4157
Curve RadiusCurve Radius
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4257
Drainage ControlDrainage Control
Rapid removal of water
Adequate ditch capacity and incline
Crown appropriate for multiple-laneconstruction
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4357
Dump Truck Case StudyDump Truck Case Study
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4557
General Ripping InformationGeneral Ripping Information Ripper point Penetration ndash Key to Ripping Feasibility
Ripping Feasibility by Rock Type ndash Sedimentary Rocks ( sandstone shale limestone) ndash Feasible
ndash ndash
Questionable to Not Possible
Favorable Rock Characteristics for Ripping
ndash Stratified (Surface Cracking)
ndash Weathered ndash Laminated (Layered)
ndash Brittle
ndash Fractured
Ripping is More Technique than Science
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4657
Ripping Dozing TechniqueRipping Dozing Technique
Mengetahui arah lapisan kekerasanmaterial
Metode menumpuk material untukumpan excavator
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4857
Bench Height amp Bucket SizeRelationship
Bench HeightBench Height
1 Material height min 15 bucketheight minimum
2 Gravity Assistance needed
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 4957
Wheel Loader Cycle Time FiguresWheel Loader Cycle Time Figures
Loader Type sec 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66WA800
WA900
WA1200
Wheel Loader Application - V Cycle Loading
Digging Conditions Attention
= Easy 1) Cycle times are average figures and for diggable material only 2) Cycle times for standard attachments only
3) Hi-Lift specifications increase cycle times by approximately 2-3 seconds
= Average 4) Due to the many variables present at most job sites the preceding cycle
time figures are for planning purpose only and cannot be guaranteed
in any manner
= Severe
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5057
Wheel Loader ProductivityWheel Loader Productivity
Productivity Components
+ Truck Spot Time (1st Pass Delay)
+ Load Time (field cycle time data or estimates)
ndash Consider normal process delays such asbull Floor Clean-up
bull Face Development
bull Positioning etc
+ Wait for Trucks (if any)
Total Loading Tool Cycle Time per Truck
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5157
Wheel Loader ProductivityWheel Loader Productivity
Productivity Calculation
Production Minutes Hr (Job Efficiency Factor)
bull Operator efficiency amp motivation
bull Work organization
bull Management amp supervision
divide Loading Tool Cycle Time per Truck
Number of Trucks per Hour
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5257
Effects of OverloadingEffects of Overloading
1 Exceeds Rated Capacity
2 Machine Stability
3 Compromises Safety
4 Shortened Component Life
bull Boom Cracking
bull Hydraulic System
bull Tire Wear
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5357
Prinsip Pemuatan OptimalPrinsip Pemuatan Optimal
Waktu tunggu sekecil mungkin
Ideal Number of Passes = 3 ndash 5
(tidak ada frac12 bucket)
Kesesuaian dengan dump truck
ndash Loading Height ndash Reach
ndash Bucket Length
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5457
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5557
Fleet ProductivityFleet Productivity Total produksi material yang bisa tertransport per-
satuan waktu Satuan umum fleet productivity
Ritase alat angkutjam - =
HD785-5 = 42 bcmrit
PC1250 01 PC1250 02 PC2000 01475
630 - 700 Daily Daily Daily
700 - 800 506
800 - 900 330
900 - 1000 572
1000 - 1100 550
1100 - 1200 4181200 - 1300
1300 - 1400 462
1400 - 1500 Hujan Hujan Hujan
1500 - 1600 636
1600 - 1700 572
1700 - 1800 462
1800 - 1830 220Total per shift 4728
Rata2 perjam 4948
ExcavatorTarget BCMhr
Istirahat
Prestasi akhir fleet akan terlihat pada
performa alat angkut
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5657
Matching FactorMatching Factor
MF =Jml Excavator x CT DT
x x v x u
MF gt 1 DT antri
MF lt 1 Excavator nungguCommon practice MF = 09 - 1
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757
7182019 2 Productivity_AED UTpdf
httpslidepdfcomreaderfull2-productivityaed-utpdf 5757