menentukan pavement condition index (pci) | program studi d3 teknik sipil transportasi uns 2016
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KONSTRUKSI PERKERASANJALAN RAYA
PERHITUNGAN PCI
Disusun Oleh Kelompok 1Program Studi D3 Teknik Sipil Transportasi
Universitas Sebelas Maret Surakarta
1. Arif Subarkah I 82140052. Bimo Radifan A. I 82140073. Jaizul Wachid I 82140244. Marcellino Rico A. I 82140285. Miftahul Ulum I 8214032
DATA UMUM• Lokasi Survei : Jalan Pramuka Mojolaban, Kab. Sukoharjo• Waktu Survei : Selasa, 4 Mei 2016 (09:00-12.30)
DATA UMUM• Kelas Jalan : III B (Lebar Jalur 5 m)• Jalan yang diamati : Sepanjang 500 meter (STA 0+000 – STA
0+500)
Formulir Survei• STA 0+000 – STA 0+100
11. Pacthing &Util Cut Patching12. Polished Aggregate
8. Jl. Reflection Cracking9. Lane/Shoulder Drop Off 14. Railroad Crossing10. Long & Trans. Cracking
TOTALDENSITY
(%)DEDUCT VALUE
1,9 1,90 0,38 190,1936 0,328 0,56 1,08 0,22 11
4,8 5,5 1,4 1,53 2 1,1 16,33 3,27 240,8 0,25 0,5 1,55 0,31 5
1,98 1,98 0,40 110,12 0,25 0,37 0,07 0
1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1
1,71 1,76 1,68 1,2 4 0,80 4910,84
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
13M (unit)
13H (unit)
QUANTITYDISTRESS SEVERITY
1H (m²)1M (m²)7H (m)7M (m)10H (m)10M (m)
DATESAMPLE UNITSAMPLE AREA
16. Shoving
13. Potholes7. Edge Cracking6. Depression
18. Swell17.Slippage Cracking
19. Weathering/Ravelling15. Rutting
27 5,40 70
SECTION STA 0+000 - 0+100SURVEYED BYBRANCH
5.Corrugation4.Bumps and Sags3. Block Cracking2. Bleeding1. Alligator Cracking
CORECTED DEDUCT VALUE (CDV)
• STA 0+000 – STA 0+100
mᵢ = 1+9/98(100-70) = 3,755PCI STA 0+000 – 0+100→ 100 – 91 = 9
NO TOTAL q CDV1 70 49 24 14,345 157,345 3 912 70 49 2 14,345 135,345 2 893 70 2 2 14,345 88,345 1 89
DEDUCT VALUES
Formulir Survei• STA 0+100 – STA 0+200
0,375 0,14 0,515 0,103 70,9 0,9 0,18 150,3 0,3 0,06 01,1 2,8 4,62 8,52 1,704 240,9 0,9 0,18 4
1,04 1,04 0,208 81 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1
1,44 3,64 2 0,4 368,035
13 M (unit) 26 5,2 68
13 H (unit)
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
SAMPLE AREA
18. Swell
11 H (m²)11 M (m²)10 H (m)10M (m)
BRANCHSURVEYED BYSECTION STA 0+100 - 0+200
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
DATESAMPLE UNIT
19. Weathering/Ravelling
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate
1H (m²)1M (m²)
DENSITY (%)
DISTRESS SEVERITY QUANTITY TOTAL DEDUCT VALUE
16. Shoving17.Slippage Cracking
CORECTED DEDUCT VALUE (CDV)
• STA 0+100 – STA 0+200
mᵢ = 1+9/98(100-68) = 3,94PCI STA 0+100 – 0+200→ 100 – 87 = 13
NO Total q CDV1 68 36 24 14,1 142,1 3 852 68 36 2 14,1 120,1 2 873 68 2 2 14,1 86,1 1 85
DEDUCT VALUES
Formulir Survei• STA 0+200 – STA 0+300
0,238 0,546 0,4 1,184 0,2368 111,4 1,008 2,408 0,4816 21
0,54 0,48 0,72 0,56 0,8 3,1 0,62 81,68 2,4 2,4 6,48 1,296 21
1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1
1,16 1,92 1,1 3 0,6 4311,0344
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
DATESAMPLE UNITSAMPLE AREA
13H (unit)
11H (m²)11M (m²)
13M (unit) 787,839
BRANCHSURVEYED BYSECTION STA 0+200 - 0+300
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate
QUANTITYDISTRESS SEVERITY
1H (m²)1M (m²)
TOTAL DENSITY (%)
DEDUCT VALUE
16. Shoving17.Slippage Cracking18. Swell19. Weathering/Ravelling
CORECTED DEDUCT VALUE (CDV)
• STA 0+200 – STA 0+300
mᵢ = 1+9/98(100-78) = 3,02PCI STA 0+200 – 0+300→ 100 – 85 = 15
NO Total q CDV1 78 43 21 0,42 142,42 3 852 78 43 2 0,42 123,42 2 833 78 2 2 0,42 82,42 1 82
DEDUCT VALUES
Formulir Survei• STA 0+300 – STA 0+400
0,18 0,12 0,375 0,196 0,871 0,1742 91,4 1,26 2,66 0,532 23
0,25 0,3 0,55 0,11 31,2 1,2 0,24 91 1 1 1 1 1 1 11 1 1
1,89 1 0,2 263,4562
4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing
DEDUCT VALUE
QUANTITY TOTAL DENSITY (%)
13M (m²)
13H (m²)
11H (m²)11M (m²)1H (m²)1M (m²)
11 2,2 46
DISTRESS SEVERITY
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
DATE
19. Weathering/Ravelling18. Swell17.Slippage Cracking16. Shoving
SAMPLE AREASAMPLE UNIT
1. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching2. Bleeding 7. Edge Cracking 12. Polished Aggregate
BRANCHSURVEYED BYSECTION STA 0+300 - 0+400
5.Corrugation 10. Long & Trans. Cracking 15. Rutting
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes
CORECTED DEDUCT VALUE (CDV)
• STA 0+300 – STA 0+400
mᵢ = 1+9/98(100-46) = 5,96PCI STA 0+300 – 0+400→ 100 – 64 = 36
NO Total q CDV1 46 26 23 9 9 2,88 115,88 5 612 46 26 23 9 2 2,88 108,88 4 623 46 26 23 2 2 2,88 101,88 3 644 46 26 23 2 2 2,88 80,88 2 565 46 26 23 2 2 2,88 56,88 1 56
DEDUCT VALUES
Formulir Survei• STA 0+400 – STA 0+500
1,26 1,26 0,25 170,048 0,05 0,10 0,02 00,55 0,3 0,85 0,17 0
1 1 1 1 1 1 1 11 1 1 1
1,12 1,5 1,21 1,54 1,44 5 1,00 533,84
13M (m²)
13H (m²)
12 2,40 48
4.Bumps and Sags 9. Lane/Shoulder Drop Off 14. Railroad Crossing5.Corrugation 10. Long & Trans. Cracking 15. Rutting
1H (m²)7M (m)10M (m)
QUANTITY TOTAL DENSITY (%)
DEDUCT VALUE
19. Weathering/Ravelling
DISTRESS SEVERITY
3. Block Cracking 8. Jl. Reflection Cracking 13. Potholes
SECTION STA 0+400 - 0+5001. Alligator Cracking 6. Depression 11. Pacthing &Util Cut Patching
18. Swell
BRANCHSURVEYED BY
2. Bleeding 7. Edge Cracking 12. Polished Aggregate
AIRFIELD ASPHALT PAVEMENT CONDITION SURVEY DATA SHEETFOR SAMPLE UNIT
17.Slippage Cracking16. Shoving
SAMPLE AREASAMPLE UNITDATE
CORECTED DEDUCT VALUE (CDV)
• STA 0+400 – STA 0+500
mᵢ = 1+9/98(100-53) = 5,316PCI STA 0+400 – 0+500→ 100 – 75 = 25
NO Total q CDV1 53 48 5,372 106,37 2 752 53 2 5,372 60,37 1 60
DEDUCT VALUES
KESIMPULAN• PCI STA 0+000 – 0+100 = 9 → Failed• PCI STA 0+100 – 0+200 = 13 →
Serious• PCI STA 0+200 – 0+300 = 15 →
Serious• PCI STA 0+300 – 0+400 = 36 → Very
Poor• PCI STA 0+400 – 0+500 = 25 →
Serious