archive - ftp.mdt.mt.gov · anionic slow set emulsion ss-1 38: ... material code lighting, signals...

MDT MATERIALS SAMPLING, TESTING, AND ACCEPTANCE GUIDE MT 601 (03/28/16)

C - Requires Certificate of ComplianceD - Requires Product Data SheetBAC1 - Requires Buy America Category 1 CertificationBAC2 - Requires Buy America Category 2 CertificationQPL - Accepted only from the Qualified Products List

Material Code Aggregate (AGGR) Page701.01.01.01 Fine Concrete Aggregate - During Production 13701.01.01.01 Fine Concrete Aggregate - Source 13701.01.02.01 Coarse Concrete Aggregate Grade 2 - During Production 14701.01.02.01 Coarse Concrete Aggregate Grade 2 - Source 14701.01.02.02 Coarse Concrete Aggregate Grade 4 - During Production 15701.01.02.02 Coarse Concrete Aggregate Grade 4 - Source 15701.01.03.01 Combined/Intermediate Concrete Aggregate - During Production 16701.01.03.01 Combined/Intermediate Concrete Aggregate - Source 16701.04.01.01 Bedding Material 17701.04.02.01 Foundation Material 17701.05.00.01 Filter Material Number 1 18701.05.00.02 Filter Material Number 2 18701.06.02.01 Rip Rap Class 1 18701.06.02.02 Rip Rap Class 2 18701.06.02.03 Rip Rap Class 3 18701.07.00.01 Bank Protection Type 1 19701.07.00.02 Bank Protection Type 2 19701.07.00.03 Bank Protection Type 3 19701.07.00.04 Bank Protection Type 4 19701.08.00.01 Sand - Gravel Cushion 20701.10.00.01 Drain Aggregate 20

C 701.11.00.01 Glass Cullet 20701.09.00.01 Retaining Wall Backfill 21701.09.00.02 MSE Wall Backfill 22701.13.00.01 Bridge End Backfill Type 1 23701.13.00.02 Bridge End Backfill Type 2 23701.13.00.03 Bridge End Backfill Type 3 24PC 1 Proposed Surfacing (Gravel Pit) 25PC 2 Soils for Soil Survey 26

Material Code Aggregate Surfacing (AGGS) Page301.03.06.01 Shoulder Gravel 27302.03.01.01 Pulverize/Milled Bituminous Pavement 27

Traffic Gravel 27701.02.03.01 Sand Surfacing Grade 4 28701.02.04.01 Crushed Base Coarse Grade 5A 29701.02.04.02 Crushed Base Coarse Grade 6A 30701.02.06.01 Crushed Top Surfacing Grade 2A 31701.02.07.01 Crushed Top Surfacing Grade 3B 32701.02.08.01 Crushed Cover Aggregate Type 2 (old Grade 2A) 33701.02.08.02 Crushed Cover Aggregate Type 1 (old Grade 4A) 34701.02.08.03 Slurry Seal Aggregate 35701.02.08.04 Microsurfacing Aggregate 35701.02.09.01 Cement Treated Base 36

MATERIAL INDEX

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MATERIAL INDEXMaterial Code Bearing Devices (BEAR) Page

D BAC2 565.02.00.01 Elastomeric Bearing Devices 37D 565.02.00.02 Polytetrafluoroethylene (PTFE) 37D 565.02.00.03 Fiber Reinforced Pads 37

Material Code Bituminous (BITM) PageC 702.02.01.01 Anionic Slow Set Emulsion SS-1 38C 702.02.01.02 Cationic Slow Set Emulsion CSS-1 38C 702.02.01.03 Cationic Slow Set Emulsion CSS-1H 39C 702.02.05.01 Medium Curing Liquid Asphalt MC-800 39C QPL 702.02.05.02 Medium Curing Liquid Asphalt MC-70 40C 702.02.07.01 High Float Emulsion HF-100 40C 702.02.08.01 Polymer Mod. Cat. Rapid Set Emulsion CRS-2P 40C 702.02.08.02 Cationic Rapid Setting Emulsion CRS-2 41C 702.02.08.03 Cationic Quick Setting Emulsion CQS-1h 41C 702.02.09.06 Performance Graded Asphalt Binder 58-28 42C 702.02.09.09 Performance Graded Asphalt Binder 64-22 43C 702.02.09.10 Performance Graded Asphalt Binder 64-28 44C 702.02.09.12 Performance Graded Asphalt Binder 70-28 45

Material Code Bituminous Prime and Tack Coat (BPTC) Page407.02.02.01 Blotter Material 46

Material Code Concrete and Structures (CONC) PageD QPL 551.02.01.01 Portland Cement 47D QPL 551.02.01.02 Blended Cement 47D QPL 551.02.03.01 Concrete Admixture 47D 551.02.04.01 Epoxy Adhesives 47D QPL 551.02.10.01 Fly Ash 47D QPL 551.02.11.01 Microsilica/Silica Fume 47D QPL 551.02.12.01 Metakaolin 48D QPL 551.02.13.01 Ground Granulated Blast Furnace Slag (GGBFS) 48

551.03.02.01 Shotcrete 48551.03.02.02 Class General Concrete 49551.03.02.03 Class Pave Concrete 50551.03.02.04 Class Pre Concrete 51551.03.02.05 Class SCC Concrete 52551.03.02.06 Class Deck Concrete 53551.03.02.07 Class Overlay-SF Concrete 54551.03.02.08 Class Overlay-LM Concrete 55551.03.02.09 Class Structure Concrete 56551.03.02.10 Class Drilled Shaft Concrete 57551.03.02.11 Controlled Low Strength Material-Excav 58551.03.02.12 Controlled Low Strength Material-Non-Excav 58

D 551.03.02.13 Pre-Packaged Concrete 58551.03.02.14 Lean Concrete 58

D 552.02.01.01 Epoxy Resin Grout 59552.03.16.01 Deck Drains 59

C BAC2 553.02.08.01 Precast Prestressed Deck Sections 59C BAC2 553.02.09.01 Prestressed Beam 60C BAC2 554.04.03.01 Precast Concrete Bridge Members 60

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MATERIAL INDEX

BAC2 554.04.04.01 Cattle Guard Bases 61C BAC2 554.04.06.01 Precast Concrete Product - Structural 61

BAC2 554.04.06.02 Precast Concrete Product - Non Structural 62D 563.02.01.08 Waterproof Membrane 62

Material Code Concrete Sealant (CONS) PageD 717.01.03.01 Liquid Membrane-Forming Concrete Curing Compound 63D 717.01.04.01 Concrete Cure and Seal Compounds 63D QPL 717.02.02.01 High Molecular Weight Methacrylate (HMWM) 63D QPL 717.02.03.01 Epoxy Bridge Deck Crack Sealant 63D QPL 717.02.01.01 Silane Sealer 63D 717.02.04.01 Deck Sealant Sand 64

Material Code Crack Sealing (CRKS) PageD QPL 403.02.00.01 Crack Sealant 65D QPL 403.02.00.02 Backer Rod 65

Material Code Excavation (EXC) Page203.01.01.02 Special Borrow 66203.01.02.01 Embankment 67203.03.01.01 Stemming Aggregate for Blasting 68

Material Code Fencing (FNC) Page607.02.01.01 Snow Fence Material 69

D BAC2 712.01.02.01 Chain Link Fabric 69D BAC2 712.01.03.01 Chain Link Steel Post 69D 712.01.03.03 Chain Link Aluminum Post 69D BAC2 712.01.06.01 Cable/Tie/Brace Wire 70D BAC2 712.01.08.01 Chain Link Gate 70D BAC2 712.02.00.01 Fence Wire 70D BAC2 712.02.07.01 Steel Fence Post 70

712.02.08.01 Wood Fence Post/Brace Rail 71D BAC2 712.02.09.01 Metal Gate 71D 712.02.12.01 Deadman/Anchor 71

Material Code Geotextile (GEOT) PageC 622.01.01.01 Geogrid - Subgrade/Foundation 72C 622.01.01.02 Geogrid - Slope Reinforcement 72C 622.01.01.03 Geogrid - Wall Reinforcement 72C 622.02.01.01 Geocomposite Drain 72D 713.06.00.01 Weed Control Mat 73

C/D QPL 713.12.00.04 Turf Reinforcement Mat - Synthetic Fiber 73C/D QPL 713.12.00.05 Turf Reinforcement Mat - Natural Fiber 73C/D QPL 713.12.00.06 Short Term Rolled Erosion Control Blanket 73C/D QPL 713.12.00.07 Long Term Rolled Erosion Control Blanket 73C/D QPL 713.12.00.08 High Performance Rolled Erosion Control Blanket 74

C 716.02.00.01 Geotextile Separation High Survivability 74C 716.02.00.02 Geotextile Separation Moderate Survivability 74C 716.03.00.01 Geotextile Stabilization - High Survivability 75C 716.04.00.01 Geotextile Sub Drain Class A-High Survivability 75C 716.04.00.02 Geotextile Sub Drain Class B-High Survivability 75C 716.04.00.03 Geotextile Sub Drain Class C-High Survivability 76C 716.04.00.04 Geotextile Sub Drain Class A-Moderate Survivability 76C 716.04.00.05 Geotextile Sub Drain Class B-Moderate Survivability 76

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MATERIAL INDEX

C 716.04.00.06 Geotextile Sub Drain Class C-Moderate Survivability 77C 716.04.00.07 Geosynthetic Clay Liner 77C 716.04.00.08 Geomembrane Liner 77C 716.05.00.01 Geotextile Permanent Erosion Control Class-A High Survivability 77C 716.05.00.02 Geotextile Permanent Erosion Control Class-B High Survivability 78C 716.05.00.03 Geotextile Permanent Erosion Control Class-C High Survivability 78C 716.05.00.04 Geotextile Permanent Erosion Control Class-A Moderate Survivability 78C 716.05.00.05 Geotextile Permanent Erosion Control Class-B Moderate Survivability 79C 716.05.00.06 Geotextile Permanent Erosion Control Class-C Moderate Survivability 79D 716.06.00.00 Temporary Silt Fence 79

Material Code Guardrail (GRD) PageC/D BAC1 705.01.01.01 Box Beam Guardrail 80

D BAC2 705.01.01.02 Wire Rope 80D BAC1 705.01.01.03 Steel Beam Guardrail 80D BAC2 705.01.01.05 Miscellaneous Guardrail 80

705.01.02.01 Wood Guardrail Post/Blockouts 81C 705.01.02.02 Non-Wood Blockouts 81C BAC2 705.01.05.01 Steel Guardrail Post 81C 606.03.00.01 Cert of Comp for Guardrail Items 81

Material Code Joint Material (JNT) PageD QPL 707.01.01.01 Expansion Joint Fillers - Cork 82D QPL 707.01.01.02 Joint Sealing Material 82D 707.01.02.02 Silicone Joint Seal 82D 707.01.02.03 Fabric Reinforced Neoprene Joint Seal 82

C/D BAC2 707.01.02.04 Expansion Joint System 82D 707.01.02.05 Expansion Joint Asphalt Plug 83D 707.01.03.01 Preformed Expansion Joint Filler 83D 707.02.01.01 Gasket 83D 707.02.02.01 Flexible Joint Sealer 83

Material Code Lighting, Signals & Communication (LSM) PageD Variable Message Sign 84D Antenna 84D Varies 703.01.00.01 Electrical Submittal 84D PVC Conduit 84D HDPE Conduit 84

BAC2 Steel Conduit 84D BAC2 Pull Boxes 85D BAC2 Signal Standards Type 2/3 85D BAC2 Luminaire Standard Type 10 85D BAC2 Signal Standards Type 1 85D Conductor 86D Cable 86D Service & Control Assembly 86D 703.08.02.01 Traffic Signal Cabinet 86D 703.10.01.01 Traffic Signal Indication 86D LED Traffic Signal 86D 703.10.02.01 Pedestrian Signal Indication 86D Detector Loop 87D Pedestrian Push Buttons 87

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MATERIAL INDEX

D Luminaire Assembly 87D Emergency Vehicle Preemption 87

703.16.00.01 Class 4 Treated Wood Poles 87D 703.17.06.01 Guys & Anchors 87

Material Code Maintenance (MAIN) PageD MT 1 8A-R Salt (Maintenance) 88D MT 3 8A-B Salt (Maintenance) 88D MT 10 8B Salt (Maintenance) 88

MT 2 Salt Brine - NaCl (Maintenance) 89D MT 6 Corrosion Inhibitor (Maintenance) 90D MT 7 De-Icer - MgCl2 (Maintenance) 91

D MT 8 De-Icer - CaCl2 (Maintenance) 92D MT 4 Sanding Material 93D MT 9 Cold Mix Asphalt Patching Material 93D MT 5 Engine Oil Analysis 93

Material Code Miscellaneous (MISC) PageD 405.01.01.01 Quick Lime 94D BAC2 QPL 608.03.02.01 Detectable Warning Devices 94C BAC2 611.02.04.01 Cattle Guard (Grate) 94D 613.03.05.01 Concrete Filled Bag/Scrim Bag 94D QPL 623.02.00.01 Mail Box 95D 710.02.00.01 Miscellaneous Paint 95D 710.02.00.02 Aluminum Epoxy 95D 710.02.00.03 Pipe Pile Epoxy 95D 710.02.03.01 Zinc Rich Primer 95C 710.03.00.01 Powder Coating 95D QPL 710.04.00.01 Anti-Graffiti Coating 96

C/D 713.00.00.00 Miscellaneous Material Accepted on Cert 96713.01.00.01 Water for Concrete 96

D 713.02.00.01 Hydrated Lime 96D 713.03.00.01 Calcium Chloride 97D 713.03.00.02 Magnesium Chloride 97D 713.04.01.01 Mortar Sand 97D 713.04.01.02 Cement Grout 98

713.05.02.01 Topsoil 98D 713.08.01.01 Seed 98D 713.09.00.01 Fertilizer 98

C/D QPL 713.10.01.01 Mulch 99713.10.03.01 Fabricated Netting 99

D 713.11.00.01 Sod 99C/D QPL 713.13.01.01 Compost 99

MCS 1 Dyed Diesel 99

Material Code Pavement Markings (PMM) PageD QPL 714.03.00.02 Temporary Paint 100D QPL 714.04.00.03 Waterborne Paint (previously 714.07.01.01) 100D QPL 714.05.00.03 High Durable Waterborne Paint 100

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MATERIAL INDEX

D QPL 714.06.00.02 Epoxy Paint (previously 714.08.00.01) 100D 714.07.00.01 Preformed Plastic (previously 714.03.00.01) 100D QPL 714.08.00.02 Reflective Glass Beads - MT Type 1 101D QPL 714.08.00.03 Reflective Glass Beads - MT Type 2 101

Material Code Pile (PILE) PageC BAC2 559.04.06.01 Pile Driving Point 102C BAC2 559.04.06.02 Pile Cutting Shoe 102C BAC1 711.10.01.01 Structural Steel Piles 102C BAC1 711.10.02.01 Steel Pipe Piles 103C BAC1 711.10.03.01 Steel Fluted Piles 103

Material Code Pipes (PIPE) PageBAC2 708.01.01.01 Reinforced Concrete Pipe 104BAC2 708.02.00.01 Concrete Pressure Pipe 104

D 708.05 Plastic Pipe 104D 708.06 Plastic Pipe 104D 708.07 Plastic Pipe 104D 708.08 Plastic Pipe 104D BAC2 709.01.01.01 Ductile Iron Water Pipe 105

C/D BAC2 709.01.02.01 Steel Water Pipe 105D BAC2 709.02.00.01 Corrugated Steel Pipe 105D BAC2 709.03.00.01 Steel Structural Plate Pipe 105D 709.07.00.01 Corr Aluminum Pipe Culvert 106

C/D BAC2 709.09.00.01 Seamless Steel Pipe 106D 709.10.00.01 Copper Pipe 106

PC 3 Pipe Inspection for Pipe Survey 106

Material Code Plant Mix Pavement (PMP) PageD QPL 401.02.04.01 Warm Mix Additives 107D 401.02.05.01 Anti-Stripping Additive 107

401.03.01.01 Plant Mix Surfacing Grade S (3/4") 108401.03.01.02 Plant Mix Surfacing Grade S (1/2") 111401.03.01.06 Plant Mix Surfacing Grade S (3/8") 114401.03.01.03 Plant Mix Surfacing Grade D 117401.03.01.05 Plant Mix Seal Course 120

C 401.03.02.01 EPA Specification Used Oil Fuel 122405.01.21.01 Cold Recycled Plant Mix 122

C 405.02.01.01 Cold In-Place Recycled - Engr Emulsion 122PC 4 Cores for Stripping Analysis 122

Material Code Signing (SIGN) PageD 619.03.08.02 Snow Pole 123D 704.01.01.01 Signing Sheet Aluminum 123D BAC2 704.01.04.01 Steel Sign Posts 123D BAC2 704.01.04.02 Structural Steel Sign Posts 123D 704.01.04.05 Aluminum Sign Posts 123D BAC2 QPL 704.01.04.06 Breakaway Devices 124

704.01.06.01 Wood Posts & Poles 124

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MATERIAL INDEX

BAC1 704.01.08.01 Overhead Structures 124D 704.01.10.01 Retro-Reflective Sheeting 124D QPL 704.03.00.01 Surface Mount Flexible Delineators 125D BAC2 QPL 704.03.00.02 Drivable Flexible Delineators 125

Material Code Steel (STL) PageD BAC2 501.02.03.01 Smooth Dowel Bars 126D 501.02.03.02 Dowel Bar Sleeve 126D BAC2 QPL 501.02.04.01 Tie Bars, Grade 40 126D BAC2 QPL 711.01.01.01 Rebar Grade 40 126D BAC2 QPL 711.01.01.02 Rebar Grade 60 126D BAC2 QPL 711.01.01.04 Rebar Grade 75 127D BAC2 711.01.01.03 Mechanical Rebar Connectors 127D QPL 711.01.02.01 Rebar Epoxy Coating 127D BAC2 QPL 711.01.03.01 Reinforcing Wire, Wire Mesh 127

C/D BAC1 711.02.00.01 Structural Steel 127C/D BAC1 711.03.00.01 Structural Steel Tubing 128

D BAC1 711.04.00.01 Pins & Rollers 128BAC2 711.06.00.01 High Tensile Strength Bolts 128

711.07.00.01 Bolts, Nuts, Threaded Rod 128D BAC2 711.08.00.01 Galvanized Metal 129

C/D BAC2 711.09.00.01 Welded Stud Shear Connectors 129D BAC2 711.11.00.01 Prestressing Steel 129D BAC2 711.12.01.01 Steel Castings 130D BAC2 711.12.03.01 Miscellaneous Drainage Castings 130D BAC2 711.12.03.02 Cast Inlet Grates 130D BAC2 711.13.00.01 Structural Anchor Bolts 130D BAC2 711.17.00.01 Metal Bin-Type Retaining Walls 130D BAC2 711.18.00.01 Rock/Soil Anchor 131

Material Code Stream Preservation (STPR) PageC/D 208.02.00.01 Temporary Rolled Erosion Control 132

D 208.02.01.01 Plants - Trees & Shrubs 132208.02.02.01 Log 132208.02.02.02 Root Wad 132208.02.02.03 Stream Preservation 132208.02.03.01 Streambed Aggregate 132

Material Code Crash Testing (CRSH) PageC 618.03.02.01 Cert of Comp for Traffic Control/Mailbox 133

Material Code Structure Material (STR) PageBM.699.01.01 Bird Spikes 134

D BM.699.01.02 Glue Laminated Beams 134D BM.699.01.03 Insulation 134D BAC2 BM.699.01.04 Metal Roofing 134D BAC2 BM.699.01.05 Metal Siding & Soffit 134D BM.699.01.06 Picnic Shelter (Non Precast) 135D BM.699.01.07 Quarry Tile 135D BAC2 BM.699.01.08 Roof Joist 135D BM.699.01.09 Interior/Exterior Building Tape & Paint 135D BM.699.01.10 Masonry/Through Wall Flashing 136

Building Materials (BM)

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MATERIAL INDEX

D BM.699.01.11 Pre-Packaged Mortar 136D BM.699.01.12 CMU 136D BM.699.01.13 SRW Block 136

BM.699.01.14 Masonry Siding 137D BM.699.01.15 Interior/Exterior Glass and Glazing 137

Material Code Electrical/Mechanical (ELMC) PageD BM.699.02.01 Electrical 137D BM.699.02.02 HVAC System 137

BM.699.02.03 Interior Fixtures & Features 138D BAC2 BM.699.02.04 Propane Tank 138

Material Code Plumbing (PLMB) PageD BM.699.03.01 Irrigation System 138D BM.699.03.02 Plumbing 138D BM.699.03.03 Waste Water Treatment System 139D BM.699.03.04 Waste Water Utility Pipe & Appurtenance 139D BM.699.03.05 Waste Water Pumps, Fittings & Valves 139D BM.699.03.07 Well Pumps, Fittings & Valves 139

Material Code Accessories (ACC) PageD BM.699.04.01 Benches (Non Precast) 139D BM.699.04.02 Picnic Tables (Non Precast) 140D BM.699.04.03 Trash Receptacles (Non Precast) 140D BM.699.04.04 Fire Extinguishers & Cabinets 140D BM.699.04.05 Flag Poles (Aluminum) 140

BM.699.04.06 Toilet Room Accessories 140

Material Code Door/Display (DRDP) PageD BM.699.05.01 Aluminum Storefront 141D BM.699.05.02 Display Cases 141

BM.699.05.03 Hollow Metal Doors & Frames 141D BM.699.05.04 Overhead Garage Doors 141

Material Code Scale Site Specific (SSS) PageD BAC2 BM.699.06.01 Scale Pit Structural Items 142D BM.699.06.02 Scale Electronics, Transducers, and Displays 142

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AGGREGATE

MATERIAL/MATERIAL CODE

TESTSSAMPLE

SIZESAMPLE/TEST FREQUENCY FIELD

DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE

MT 202SIEVE ANALYSIS

TEST

FIELDDISTRICT/AREA LAB

MDT HQ LAB

NOTES


USE FIELD

TESTED SAMPLE

PAVING: ONE SAMPLE FOR EACH TWO LANE MILE (1.6 KM), MINIMUM OF ONE SAMPLE FOR PROJECTS LESS THAN ONE

MILE

STRUCTURES: AT LEAST ONE SAMPLE FOR EVERY 4 SAMPLES, MINIMUM OF ONE PER

PROJECT/CONTRACT

TEST TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST

AASHTO T 21ORGANIC

IMPURITIES IN FINE AGGREGATE

MT 203UNIT WEIGHT

MT 204SPECIFIC GRAVITY

AASHTO T 104SOUNDNESS

SODIUM SULFATE (FINE AGG)

AGGREGATE SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

FINE CONCRETE AGGREGATE -

DURING PRODUCTION701.01.01.01

30 LBS(14 KG)

PAVING: ONE TEST PER EVERY 1000 CU YDS (750 M3)

OTHER: ONE SAMPLE FOR EACH 200 CU YDS (150 M3) OF CONCRETE WITH A MINIMUM

OF ONE SAMPLE PER PROJECT

TAKE SAMPLES FROM THE STORAGE BIN AT POINT OF MIXING OR FROM DEVICE THAT

CHARGES THE STORAGE BIN. ANY DEVIATION FROM THIS SAMPLING

PROCEDURE MUST BE APPROVED BY MATERIALS ENGINEER.

INDEPENDENT ASSURANCE (COMPARISON TESTING)

FINE CONCRETE AGGREGATE -

SOURCE701.01.01.01

50 LBS(23 KG)

PROPOSED SOURCE: THREE 50 LB (23 KG) COMPOSITE SAMPLES

FROM EACH SOURCE

ESTABLISHED SOURCE: ONE 30 LB (14 KG) SAMPLE FOR EACH

CONSTRUCTION SEASON FOR MIX DESIGN CHECK AND QUALITY

CONTROL

TEST

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http://www.mdt.mt.gov/other/webdata/external/materials/materials_manual/201.PDF














http://www.mdt.mt.gov/business/contracting/


AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


MDT HQ LAB

NOTES


USE FIELD

TESTED SAMPLE

PAVING: ONE SAMPLE OF EACH SIZE FOR EACH TWO LANE MILE (1.6 KM), MINIMUM OF ONE SAMPLE FOR PROJECTS LESS THAN

ONE MILE


PROJECT/CONTRACT

TEST TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST

MT 203UNIT WEIGHTAASHTO T 104SOUNDNESS

SODIUM SULFATE MT 205

SPECIFIC GRAVITY

MT 209LOS ANGELES

ABRASION

COARSE CONCRETE AGGREGATE

GRADE 2 - DURING PRODUCTION701.01.02.01

30 LBS(14 KG)




TAKE SAMPLES FROM THE STORAGE BIN AT THE POINT OF MIXING OR FROM THE

DEVICE THAT CHARGES THE STORAGE BIN. ANY DEVIATION FROM THIS SAMPLING

PROCEDURE MUST BE APPROVED BY THE MATERIALS ENGINEER.



GRADE 2 - SOURCE701.01.02.01

50 LBS(23 KG)


FROM EACH SOURCE

ESTABLISHED SOURCE: ONE 50 LB (23KG) SAMPLE FOR EACH


CONTROL

TEST

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


MDT HQ LAB

NOTES


USE FIELD

TESTED SAMPLE


ONE MILE


PROJECT/CONTRACT

TEST TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST



SPECIFIC GRAVITY

MT 209LOS ANGELES

ABRASION


GRADE 4 - DURING PRODUCTION701.01.02.02

30 LBS(14 KG)









GRADE 4 - SOURCE701.01.02.02

50 LBS(23 KG)


FROM EACH SOURCE



CONTROL

TEST

15

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


MDT HQ LAB

NOTES


USE FIELD

TESTED SAMPLE


ONE MILE


PROJECT/CONTRACT

TEST TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST



SPECIFIC GRAVITY

MT 209LOS ANGELES

ABRASION

COMBINED/INTERMEDIATE

CONCRETE AGGREGATE -

DURING PRODUCTION701.01.03.01

30 LBS(14 KG)








COMBINED/INTERMEDIATE

CONCRETE AGGREGATE -

SOURCE701.01.03.01

50 LBS(23 KG)


FROM EACH SOURCE



CONTROL

TEST

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 210 (5.5LB) PROCTOR

MT 230(10LB) PROCTOR

MT 231COARSE PARTICLE

CORRECTION

PERFORMED WHEN REQUIRED PER MT 210 OR MT 230

MT 212COMPACTION AND

% MOISTURE (IN-PLACE DENSITY)

N/AMINIMUM OF ONE TEST PER INSTALLATION

AND PER LIFTTEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE





CORRECTION





AND PER LIFTTEST

BEDDING MATERIAL

701.04.01.01

77 LBS(35 KG)

ONE TEST PER SOURCETEST

FOUNDATION MATERIAL

701.04.02.01

77 LBS(35 KG)


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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SPEC TABLE 701-21RANDOM RIP RAP

N/A ONE TEST PER PROJECT TEST

MDT FORM 127RIP RAP

N/A ONE TEST PER SOURCE TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MDT FORM 127RIP RAP



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MDT FORM 127RIP RAP


FILTER MATERIAL NUMBER 2

701.05.00.02

77 LBS(35 KG)

ONE TEST PER SOURCE

RIP RAP CLASS 1701.06.02.01


FILTER MATERIAL NUMBER 1

701.05.00.01

30 LBS(14 KG)

ONE TEST PER SOURCE


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http://www.mdt.mt.gov/other/webdata/external/materials/forms/f127.doc







AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SPEC TABLE 701-22BANK PROTECTION


CERT/VISUAL INSPECTION

N/A ONE TEST PER SOURCE VISUAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES





BANK PROTECTION TYPE 1

701.07.00.01


701.07.00.02


701.07.00.03


701.07.00.04

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE





CORRECTION




N/A MINIMUM OF ONE TEST PER INSTALLATION TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GLASS CULLET701.11.00.01

CERT/ VISUAL INSPECTION

1 EACH ONE PER PROJECTCERT OF COMP

77 LBS(35 KG)

ONE TEST PER SOURCE

TEST

DRAIN AGGREGATE701.10.00.01

77 LBS(35 KG)

ONE TEST PER PROJECT

SAND - GRAVEL CUSHION

701.08.00.01

20

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 208LIQUID LIMIT

MT 208A PLASTIC LIMIT &

PLASTICITY INDEXMT 217

FRACTUREMT 214

SOIL CLASSMT 210

(5.5LB) PROCTORMT 230

(10LB) PROCTORMT 231

COARSE PARTICLE CORRECTION



SODIUM SULFATE SAMPLE

AASHTO T 267ORGANIC CONTENT

IN SOILSAASHTO T 288

SOIL RESISTIVITYAASHTO T 289

pH OF SOIL AASHTO T 290

SULFATE CONTENT IN SOIL

AASHTO T 291CHLORIDE IN SOIL




AND PER LIFTTEST

RETAINING WALL BACKFILL

701.09.00.01

77 LBS(35 KG)


30 LBS(14 KG)

ONE TEST PER SOURCE TESTTEST MAY BE REQUIRED PER SPECIAL

PROVISION

21

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 208LIQUID LIMIT



FRACTUREMT 214

SOIL CLASSMT 210


(10LB) PROCTORMT 231

COARSE PARTICLE CORRECTION



SODIUM SULFATE SAMPLE

AASHTO T 267ORGANIC CONTENT

IN SOILSAASHTO T 288

SOIL RESISTIVITYAASHTO T 289

pH OF SOIL AASHTO T 290

SULFATE CONTENT IN SOIL

AASHTO T 291CHLORIDE IN SOIL




AND PER LIFTTEST

MSE WALL BACKFILL701.09.00.02

77 LBS(35 KG)


30 LBS(14 KG)

SAMPLE MUST

INCLUDE A MINIMUM OF 6 KG OF MINUS 10

MESH

ONE TEST PER SOURCE TESTTEST MAY BE REQUIRED PER SPECIAL

PROVISION

22

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE




CORRECTION





AND PER LIFTTEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE





CORRECTION





AND PER LIFTTEST

BRIDGE END BACKFILL

TYPE 1701.13.00.01

77 LBS(35 KG)


BRIDGE END BACKFILL

TYPE 2701.13.00.02

77 LBS(35 KG)


23

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 208LIQUID LIMIT


PLASTICITY INDEX

MT 214SOIL CLASS




CORRECTION





AND PER LIFTTEST

BRIDGE END BACKFILL

TYPE 3701.13.00.03

77 LBS(35 KG)

ONE TEST PER SOURCE

TEST

24

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AGGREGATE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 200PREPARATION

VISUAL

MT 201SAMPLING

SAMPLE


MT 208LIQUID LIMIT


PLASTICITY INDEX

MT 214SOIL CLASS

MT 209LOS ANGELES

ABRASION

MT 223CLAY LUMPS &

FRIABLE PARTICLES

MT 233MICRO-DEVAL

MT 305VOLUME SWELL-

CALIPER/MERCURY

MT 322ADHESION


SODIUM SULFATE

AASHTO T 190R-VALUE

PROPOSED SURFACING

(GRAVEL PIT)PC 1

SAMPLE PER MT

201ONE TEST PER SOURCE

TEST

TEST

25

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AGGREGATE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 200PREPARATION

VISUAL

MT 207CENTERLINE SOIL SURVEY

MT 201SAMPLING


MT 208LIQUID LIMIT


PLASTICITY INDEX




CORRECTION


MT 214SOIL CLASS


OF SOILS

MT 232SOILS CORROSION

AASHTO T 190R-VALUE

SOILS FOR SOIL SURVEY

PC 2SAMPLE

PER MT 207

ONE TEST PER LOCATION

THIS INFORMATION IS FOR DESIGN

SAMPLE

TEST

TEST

26

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AGGREGATE SURFACING


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER PROJECT VISUALVISUALLY INSPECT SO THAT 100% OF

MATERIAL PASSES 2-INCH (50 MM) SIEVE


VISUALLY INSPECT UNLESS QUESTIONABLE TEST



CORRECTION


MT 219CONTROL-STRIPTEST SECTION

N/A

WHEN RATIO OF BLENDED MATERIAL CHANGES BY MORE THAN 20%

OR CHARACTERISTICS OR SITE CONDITIONS CHANGE

TEST



N/A 10 TESTS PER 2000 FT (610 M) TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST

PULVERIZED/MILLED

BITUMINOUS PAVEMENT

302.03.01.01

77 LBS(35 KG) TWO TESTS PER MATERIAL TYPE

RESAMPLE IF MATERIAL CHANGESSAMPLE TEST

TRAFFIC GRAVEL77 LBS(35 KG)

ONE TEST PER PROJECTRESAMPLE IF MATERIAL CHANGES

AGGREGATE SURFACING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

SHOULDER GRAVEL301.03.06.01C301.03.06.01T

30 LBS(14 KG)


27

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST

MT 208LIQUID LIMIT


PLASTICITY INDEX




CORRECTION






MDT HQ LAB

NOTES


USE FIELD

TESTED SAMPLE

1 SAMPLE FOR EACH 5 LOTS, MINIMUM OF 1 SAMPLE PER SOURCE

TEST TEST


TEST


SAND SURFACING GRADE 4

701.02.03.01

30 LBS(14 KG)

1 SAMPLE FOR EACH 2,500 TONS (MT) (1,250 CU YDS (M3)),

1 LOT = 5 SAMPLES OR APPROX. 12,500 TONS (MT) (6,250 CU YDS (M3))

28

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX



CORRECTION






MDT HQ LAB

NOTES


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX

CRUSHED BASE COURSE

GRADE 5A701.02.04.01C701.02.04.01T

77 LBS(35 KG)

1 SAMPLE FOR EACH 2,500 TONS (MT) (1,250 CU YDS (M3)), 1 LOT = 5 SAMPLES OR

APPROX. 12,500 TONS (MT) (6,250 CU YDS or (M3))

1 SAMPLE PER PROJECT PER SOURCE

TEST

77 LBS(35 KG)

TWO TESTS PER MATERIAL TYPERESAMPLE IF MATERIAL CHANGES

SAMPLE TEST


USE FIELD

TESTED SAMPLE


TEST TEST

29

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX



CORRECTION






MDT HQ LAB

NOTES


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX

CRUSHED BASE COURSE

GRADE 6A701.02.04.02C701.02.04.02T

77 LBS(35 KG)


APPROX. 12,500 TONS (MT) (6,250 CU YDS or (M3)) TEST

77 LBS(35 KG)


SAMPLE TEST


USE FIELD

TESTED SAMPLE


TEST TEST


30

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE

SPEC 701.02.6DUST RATIO

MT 208LIQUID LIMIT



(5.5LB) PROCTOR



CORRECTION






MDT HQ LAB

NOTES


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX

CRUSHED TOP SURFACING GRADE 2A

701.02.06.01C701.02.06.01T

30 LBS(14 KG)



30 LBS(14 KG)


SAMPLE TEST


USE FIELD

TESTED SAMPLE


TEST TEST


31

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE

SPEC 701.02.7DUST RATIO

MT 208LIQUID LIMIT


PLASTICITY INDEX




CORRECTION






MDT HQ LAB

NOTES


MT 217FRACTURE

MT 208LIQUID LIMIT


PLASTICITY INDEX

CRUSHED TOP SURFACING GRADE 3B

701.02.07.01C701.02.07.01T

30 LBS(14 KG)



30 LBS(14 KG)


SAMPLE TEST


USE FIELD

TESTED SAMPLE


TEST TEST


32

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE


MDT HQ LAB

NOTES


MT 217FRACTURE


MDT HQ LAB

NOTES


1 EACH ONE MIX DESIGN PER SOURCE MIX DESIGN

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN.

APPLICATION RATES AND COMPATIBILITY TEST RESULTS ARE SUBMITTED IN THE

CONTRACTOR'S MIX DESIGN. ADHESION RESULTS (MT 322) ARE AN ACCEPTABLE

METHOD FOR COMPATABILITY.

Mix Design

CRUSHED COVER AGGREGATE

TYPE 2(OLD GRADE 2A)

701.02.08.01

30 LBS(14 KG)

1 SAMPLE FOR EACH 38,500 SQ YDS (32,000 M2),

5 SAMPLES = 1 LOT OR APPROX. 192,500 SQ YDS (160,000 M2) TEST


USE FIELD

TESTED SAMPLE

ONE TEST FOR EACH LOT TEST TEST

33

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE


MDT HQ LAB

NOTES


MT 217FRACTURE


MDT HQ LAB

NOTES


1 EACH ONE MIX DESIGN PER SOURCE MIX DESIGN

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN.

APPLICATION RATES AND COMPATIBILITY TEST RESULTS ARE SUBMITTED IN THE

CONTRACTOR'S MIX DESIGN. ADHESION RESULTS (MT 322) ARE AN ACCEPTABLE

METHOD FOR COMPATABILITY.

CRUSHED COVER AGGREGATE

TYPE 1(OLD GRADE 4A)

701.02.08.02

30 LBS(14 KG)


5 SAMPLES = 1 LOT OR APPROX. 192,500 SQ YDS (160,000 M2) TEST


USE FIELD

TESTED SAMPLE


Mix Design

34

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE


MDT HQ LAB

NOTES


MT 217FRACTURE


MDT HQ LAB

NOTES


1 EACH ONE MIX DESIGN PER SOURCE MIX DESIGNCERTIFICATION IS THE CONTRACTOR'S

MIX DESIGN


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 217FRACTURE


MDT HQ LAB

NOTES


MT 217FRACTURE


MDT HQ LAB

NOTES



MIX DESIGN

SLURRY SEAL AGGREGATE 701.02.08.03

30 LBS(14 KG)


5 SAMPLES = 1 LOT OR APPROX. 192,500 SQ YDS (160,000 M2)

TEST


TEST TEST

USE FIELD

TESTED SAMPLE


Mix Design

Mix Design

MICROSURFACING AGGREGATE 701.02.08.04

30 LBS(14 KG)

1 SAMPLE FOR EACH 500 TONS (MT),

5 SAMPLES = 1 LOT OR APPROX. 2,500 TONS (MT) TEST


USE FIELD

TESTED SAMPLE

ONE TEST FOR EACH LOT

35

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AGGREGATE SURFACING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


TEST

MT 208LIQUID LIMIT



MOISTURE - DENSITY RELATIONS

OF SOIL-CEMENTMT 216

SAMPLE CTBSAMPLE

ASTM D1633COMPRESSIVE STRENGTH OF MOLDED SOIL-

CEMENT CYLINDERS

TEST



N/A 1 TEST PER 750 CU YDS (575 M3)5 SAMPLES = 1 LOT

TEST

IF COMPACTION TEST FAILS, 2 ADDITIONAL TESTS ARE TO BE COMPLETED AND THE AVERAGE OF 3 TESTS IS THE RECORDED

RESULTS


MDT HQ LAB

NOTES



MT 208LIQUID LIMIT


PLASTICITY INDEX


MDT HQ LAB

NOTES



MIX DESIGN

Mix Design

30 LB(14 KG)

1 SET OF CYLINDERS PER 750 CU YDS (575 M3)

5 SAMPLES = 1 LOT


USE FIELD

TESTED SAMPLE

TEST TEST1 SAMPLE PER PROJECT PER SOURCE

CEMENT TREATED BASE

701.02.09.01

30 LBS(14 KG)

1 SAMPLE FOR EACH 1,500 TONS (MT) (750 CU YDS (575 M3)),

5 SAMPLES = 1 LOT


SAMPLE TEST

36

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BEARING DEVICES


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT/ITEM DATA SHEET

STEEL CERT CATEGORY 2

1 EACH ONE PER FORM 406 FORM 406MANDATORY SUBMITTAL OF

DOCUMENTATION PER SPECIFICATION 106.09


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

POLYTETRAFLUOROETHYLENE (PTFE)

565.02.00.02


1 EACH ONE PER LOT/BATCH DATA SHEETVERIFY ITEM MEETS MDT REQUIREMENTS

AND ATTACH APPLICABLE CERT


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FIBER REINFORCED PADS

565.02.00.03


1 EACH ONE PER LOT/BATCH DATA SHEETVERIFY ITEM MEETS MDT REQUIREMENTS


BEARING DEVICES SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

ELASTOMERIC BEARING DEVICES

565.02.00.01

37

ARCHIVE

http://www.mdt.mt.gov/other/webdata/external/materials/forms/f406.pdf



BITUMINOUS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENTCERT OF COMP

QUALIFIED PRODUCTS LIST

MT 302SAMPLING

SAMPLESAMPLE REQUIRED ONLY IF NOT ON THE


AASHTO T 72SAYBOLT VISCOSITY

MINIMUM OF ONE TEST PER PROJECT

AASHTO T 49PENETRATION OF

BITUMINOUS MATERIALS

AASHTO T 59EMULSIFIED ASPHALTS

PRIMARY TEST METHOD EVAPORATIVE DISTILLATIONSECONDARY TEST METHOD

HIGH TEMPERATURE DISTILLATION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




MT 302SAMPLING










BITUMINOUS SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

ANIONIC SLOW SET EMULSION

SS-1702.02.01.01

2 - 1 QT(2 - 1 L)

SPECIMENIN PLASTIC BOTTLES

ONE SAMPLE PER TANKER OR TRAILERTEST

CATIONIC SLOW SET EMULSION

CSS-1702.02.01.02

2 - 1 QT(2 - 1 L)


ONE SAMPLE PER TANKER OR TRAILER

TEST

38

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




MT 302SAMPLING











TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE

AASHTO T 201KINEMATIC VISCOSITY

AASHTO T 78DISTILLATION OF

CUTBACK ASPHALT



CATIONIC SLOW SET EMULSION

CSS-1H702.02.01.03

2 - 1 QT(2 - 1 L)



MEDIUM CURING LIQUID ASPHALT

MC-800702.02.05.01

2 - 1 QT(2 - 1 L)

SPECIMENIN METAL

CANS


39

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MEDIUM CURING LIQUID ASPHALT

MC-70702.02.05.02



ACCEPTANCE ONLY FROM THE QUALIFIED PRODUCTS LIST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE





AASHTO T 59TESTING

EMULSIFIED ASPHALTS

PARTICLE CHARGE TEST IS PERFORMED PRIMARY TEST METHOD

EVAPORATIVE DISTILLATIONSECONDARY TEST METHOD


HIGH FLOAT EMULSION

HF-100702.02.07.01

2 - 1 QT(2 - 1 L)




POLYMER MODIFIED CATIONIC RAPID SET EMULSION

CRS-2P702.02.08.01

2 - 1 QT(2 - 1 L)


40

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE





AASHTO T 59TESTING

EMULSIFIED ASPHALTS





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE





AASHTO T 59TESTING

EMULSIFIED ASPHALTS




CATIONIC RAPID SETTING

EMULSION CRS-2

702.02.08.02

CATIONIC QUICK SETTING

EMULSION CQS-1h

702.02.08.03

2 - 1 QT(2 - 1 L)



2 - 1 QT(2 - 1 L)



41

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE

AASHTO T 316VISCOSITY BY ROTATIONAL VISCOMETERAASHTO T 48CLEVELAND OPEN CUP

AASHTO T 228SPECIFIC GRAVITY

OF ASPHALT MATERIALS

AASHTO T 315DYNAMIC SHEAR

RHEOMETERAASHTO T 240

ROLLING THIN-FILM OVEN

AASHTO R 28PRESSURIZED AGING

VESSELAASHTO T 313

BENDING BEAM RHEOMETERAASHTO T 51DUCTILITY OF

ASPHALT


MDT HQ LAB

MT 302SAMPLING

N/A1 PER 5 LOTS, MINIMUM OF 1 PER PROJECT

(750 TONS OF ASPHALT BINDER)CHECK

INDEPENDENT ASSURANCE (PROCEDURAL CHECK)

PERFORMANCE GRADED

ASPHALT BINDER 58-28

702.02.09.06

2 - 1 PINT(2-500 mL) SPECIMENIN METAL

CANS

1 SAMPLE PER 25 TONS (MT) OF ASPHALT BINDER

(1 LOT = 150 TONS (MT) OF ASPHALT BINDER)

COMMERCIAL MIXES 1 SAMPLE PER 450 TONS (MT) OF PLANT

MIX SURFACING(1 LOT = 2700 TONS (MT) OF PLANT MIX

SURFACING)

TEST

42

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE

AASHTO T 316VISCOSITY BY ROTATIONAL VISCOMETERAASHTO T 48CLEVELAND OPEN CUP




RHEOMETER

AASHTO T 240ROLLING

THIN-FILM OVEN


VESSEL

AASHTO T 313BENDING BEAM

RHEOMETERAASHTO T 51DUCTILITY OF

ASPHALT


MDT HQ LAB

MT 302SAMPLING



PERFORMANCE GRADED


702.02.09.09


CANS





SURFACING)

TEST


43

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE

AASHTO T 316VISCOSITY BY ROTATIONAL VISCOMETER

AASHTO T 48CLEVELAND OPEN CUP




RHEOMETER

AASHTO T 240ROLLING

THIN-FILM OVEN


VESSEL


RHEOMETER

AASHTO T 51DUCTILITY OF

ASPHALT


MDT HQ LAB

MT 302SAMPLING



PERFORMANCE GRADED


702.02.09.10


CANS





SURFACING)

TEST


44

ARCHIVE







BITUMINOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 302SAMPLING

SAMPLE

AASHTO T 316VISCOSITY BY ROTATIONAL VISCOMETER

AASHTO T 48CLEVELAND OPEN CUP




RHEOMETER

AASHTO T 240ROLLING

THIN-FILM OVENAASHTO R 28

PRESSURIZED AGING VESSEL


RHEOMETER

AASHTO T 51DUCTILITY OF

ASPHALT


MDT HQ LAB

MT 302SAMPLING



PERFORMANCE GRADED


702.02.09.12


CANS





SURFACING)

TEST


45

ARCHIVE







BITUMINOUS PRIME TACK COAT


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 208LIQUID LIMIT


PLASTICITY INDEX

BITUMINOUS PRIME & TACK COAT SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

BLOTTER MATERIAL407.02.02.01C407.02.02.01T

30 LBS(14 KG)

ONE TEST PER PROJECT

TEST

46

ARCHIVE












CONCRETE AND STRUCTURES


TESTS SAMPLE SIZE SAMPLE/TEST FREQUENCY FIELDDISTRICT/AREA LAB

MDT HQ LAB

NOTES

PORTLAND CEMENT551.02.01.01


1 EACH ONE PER GRIND/BIN/SHIPMENTDATA SHEET




MDT HQ LAB

NOTES

BLENDED CEMENT551.02.01.02




VERIFY MATERIAL USED IS INCLUDED IN THE CONCRETE MIX DESIGN



MDT HQ LAB

NOTES

CONCRETE ADMIXTURE551.02.03.01


1 EACH ONE PER TYPE OF ADMIXTUREDATA SHEET





MDT HQ LAB

NOTES

EPOXY ADHESIVES551.02.04.01


1 EACH ONE PER EPOXY TYPEDATA SHEET



MDT HQ LAB

NOTES

FLY ASH551.02.10.01







MDT HQ LAB

NOTES

MICROSILICA /SILICA FUME551.02.11.01





CONCRETE AND STRUCTURES SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

47

ARCHIVE







MDT HQ LAB

NOTES

METAKAOLIN551.02.12.01







MDT HQ LAB

NOTES

GROUND GRANULATED

BLAST FURNACE SLAG (GGBFS)551.02.13.01







MDT HQ LAB

NOTES

AASHTO R 60SAMPLING FRESH

CONCRETE

REFER TO TEST FOR

SIZESAMPLE

ASTM C1140SHOTCRETE

PANELS

AASHTO T 24OBTAIN & TEST

CONCRETE CORES

AASHTO T 152AIR CONTENT

1 CU FT(0.03 M3)

ONE TEST FOR THE FIRST LOADAND ONE TEST

EVERY 16 CU YDS (12 M3)TEST


MDT HQ LAB

NOTES


1 EACH ONE MIX DESIGN PER BID ITEMMIX

DESIGNAPPROVAL

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN. SEPARATE MIX DESIGNS

NEEDED ONLY WHEN CONCRETE REQUIREMENTS VARY.

SHOTCRETE551.03.02.01

24"X24"X4"(600 MM X 600 MM X 100 MM)

PANEL

TWO SETS OF THREE CORES PER LOT(1 LOT = 100 CU YDS (75 M3))(SMALL QUANTITES TESTED

EVERY 25 CY (M3))MINIMUM OF ONE TEST/PANEL PER

INSTALLATION

SAMPLE TEST

Mix Design

48

ARCHIVE







MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS

1 CU FT(0.03 M3)

MINIMUM OF 2 SETS PER LOT (200 YD3 (150 M3) OR EACH DAY'S POUR

WHICHEVER IS LESS)SAMPLE TEST

1 SET MAY REPRESENT POURS OF 30 YD3 (23 M3) OR LESS [551.03.8(B)(1)(a)]


INCLUDE IN QA

AASHTO T 119SLUMP

AASHTO T 309TEMPERATURE OF

FRESHLY MIXED CONCRETE


MDT HQ LAB

NOTES


CONCRETEAASHTO T 152AIR CONTENTAASHTO T 119

SLUMPMT 101

COMPRESSIVE STRENGTH CYLINDERS

ONE SET OF FOUR CYLINDERS PER 400 CU YDS (300 M3) OR A

MINIMUM OF ONE SET PER PROJECT


MDT HQ LAB

NOTES



DESIGNAPPROVAL



PROCEDURAL CHECK MAY BE PERFORMED BY THE DISTRICT/AREA LAB

Mix Design

CLASS GENERALCONCRETE

551.03.02.02

1 CU FT(0.03 M3)

ONE TEST EVERY 24 YD3 (18 M3) AND WHEN COMPRESSIVE STRENGTH CYLINDERS ARE

MADE

SAMPLETEST TEST EACH LOAD WHEN

INCONSISTENT OR FAILING TEST RESULTS ARE ENCOUNTERED


USE FIELD TESTED

SAMPLE

ONE PER 400 CU YDS (300 M3) OR A MINIMUM

OF ONE PER PROJECTCHECK CHECK

49

ARCHIVE


http://www.mdt.mt.gov/other/webdata/external/materials/materials_manual/101.pdf













MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS

1 CU FT(0.03 M3)




AASHTO T 152AIR CONTENT INCLUDE IN QAAASHTO T 119

SLUMPAASHTO T 309

TEMPERATURE OF FRESHLY MIXED

CONCRETEMT 103

THICKNESS OF CONCRETE USING A THICKNESS GAUGE

PRIMARY TEST

AASHTO T 148MEASURING LENGTH

OF CORESAASHTO T 24

OBTAIN AND TEST CONCRETE CORES


MDT HQ LAB

NOTES



SLUMP

MT 101COMPRESSIVE

STRENGTH CYLINDERS

ONE SET OF FOUR CYLINDERS PER 5000 CU YDS (M3) OR A MINIMUM OF

ONE SET PER PROJECT


MDT HQ LAB

NOTES



DESIGNAPPROVAL

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN. SEPARATE MIX DESIGNS NEEDED ONLY

WHEN CONCRETE REQUIREMENTS VARY.

CLASS PAVE CONCRETE

551.03.02.03

1 CU FT(0.03 M3)


MADE

SAMPLETEST

TEST EACH LOAD WHEN INCONSISTENT OR FAILING TEST RESULTS

ARE ENCOUNTERED

N/AMIN OF ONE TEST PER 1000 FEET

(300 M) OF TRAFFIC LANE OF PAVEMENT PLACED

Mix Design

SAMPLETEST

SECONDARY TEST

NOTE: USE ONLY IF THIN SECTIONS ARE IDENTIFIED PER MT 103

DEFICIENCIES ARE IDENTIFIED IN MDT STANDARD SPECS SECTION 501.03.20


USE FIELD TESTED

SAMPLE

ONE PER 5000 CU YDS (3800 M3) OR A MINIMUM OF ONE PER PROJECT

CHECK CHECKPROCEDURAL CHECK MAY BE PERFORMED

BY THE DISTRICT/AREA LAB

50

ARCHIVE

















MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZE

MT 101COMPRESSIVE

STRENGTH CYLINDERS

1 CU FT(0.03 M3)

MINIMUM OF ONE SET OF THREE CYLINDERS PER ITEM


AASHTO T 119SLUMP




MDT HQ LAB

NOTES



DESIGNAPPROVAL

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN. SEPARATE MIX DESIGNS NEEDED ONLY WHEN CONCRETE REQUIREMENTS VARY.

CLASS PRE CONCRETE

551.03.02.04

PRE-INSPECTION

1 CU FT(0.03 M3)

ONE TEST FOR THE FIRST LOADAND ONE TEST

EVERY 16 CU YDS (12 M3)


ARE ENCOUNTERED

Mix Design

51

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MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 117COMPRESSIVE

STRENGTH CYLINDERS OF SCC

1 CU FT(0.03 M3)




MT 118AIR CONTENT SCC INCLUDE IN QA

AASHTO T 347SLUMP FLOW SCC

AASHTO T 345PASSING ABILITY OF SCC BY J-RING



AASHTO T 351VISUAL STABILITY

INDEX (VSI)

DETERMINE VSI EVERY TIME A SLUMP FLOW TEST IS CONDUCTED

VISUAL


MDT HQ LAB

NOTES


CONCRETEMT 118

AIR CONTENT SCCAASHTO T 347

SLUMP FLOW SCCAASHTO T 345

PASSING ABILITY OF SCC BY J-RING

AASHTO T 351VISUAL STABILITY

INDEXMT 117


OF SCC




MDT HQ LAB

NOTES



DESIGNAPPROVAL



CLASS SCC CONCRETE

551.03.02.05

1 CU FT(0.03 M3)


MADE

SAMPLETEST


ARE ENCOUNTERED


USE FIELD TESTED

SAMPLE




Mix Design

52

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MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS


WHICHEVER IS LESS)


AASHTO T 358RESISTIVITY

TEST 3 - 28 DAY COMPRESSIVE STRENGTH CYLINDERS

AASHTO T 152AIR CONTENT INCLUDE IN QA

AASHTO T 119SLUMP



AASHTO T 121UNIT WEIGHT FOR INFORMATION ONLY


MDT HQ LAB

NOTES


CONCRETE


AASHTO T 119SLUMP

MT 101COMPRESSIVE

STRENGTH CYLINDERS




MDT HQ LAB

NOTES



DESIGNAPPROVAL



1 CU FT(0.03 M3)

SAMPLE TEST

1 CU FT(0.03 M3)


MADE

SAMPLETEST

Mix Design

CLASS DECK CONCRETE

551.03.02.06


ARE ENCOUNTERED


USE FIELD TESTED

SAMPLE




53

ARCHIVE













MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS


WHICHEVER IS LESS)




AASHTO T 152AIR CONTENT INCLUDE IN QA

AASHTO T 119SLUMP



AASHTO T 121UNIT WEIGHT FOR INFORMATION ONLY


MDT HQ LAB

NOTES



DESIGNAPPROVAL




ARE ENCOUNTERED

Mix Design

CLASS OVERLAY-SFCONCRETE

551.03.02.07

1 CU FT(0.03 M3)

SAMPLE TEST

1 CU FT(0.03 M3)

ONE TEST FOR THE FIRST LOADAND THEN ONE TEST

EVERY 16 CU YDS (12 M3) THEREAFTER

SAMPLETEST

54

ARCHIVE










MDT HQ LAB

NOTES


1 EACH ONE PER LOT/BATCHDATA SHEET

VERIFY LATEX MEETS MDT REQUIREMENTS AND ATTACH APPLICABLE CERT


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS


WHICHEVER IS LESS)





1 CU FT(0.03 M3)

ONE TEST PER EACH MOBILE MIXERSAMPLE

TEST

CLASSOVERLAY-LM

CONCRETE551.03.02.08 1 CU FT

(0.03 M3)SAMPLE TEST

55

ARCHIVE











MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

MT 101COMPRESSIVE

STRENGTH CYLINDERS


WHICHEVER IS LESS)




ONLY REQUIRED WHEN CLASS STRUCTURE IS SPECIFIED BY CONTRACT IN LIEU OF

CLASS DECKAASHTO T 152AIR CONTENT

INCLUDE IN QA

AASHTO T 119SLUMP



AASHTO T 121UNIT WEIGHT

FOR INFORMATION ONLY


MDT HQ LAB

NOTES



SLUMPMT 101





MDT HQ LAB

NOTES



DESIGNAPPROVAL




ARE ENCOUNTERED


USE FIELD TESTED

SAMPLE




CLASS STRUCTURE CONCRETE

551.03.02.09

1 CU FT(0.03 M3)

SAMPLE TEST

1 CU FT(0.03 M3)


MADE

SAMPLETEST

Mix Design

56

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MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE


INCLUDE IN QA

AASHTO T 119SLUMP



AASHTO T 121UNIT WEIGHT

FOR INFORMATION ONLY


MDT HQ LAB

NOTES



SLUMPMT 101





MDT HQ LAB

NOTES



DESIGNAPPROVAL




Mix Design


1 CU FT(0.03 M3)


MADE

SAMPLETEST


ARE ENCOUNTERED


CLASS DRILLED SHAFT

CONCRETE551.03.02.10

MT 101COMPRESSIVE

STRENGTH CYLINDERS

1 CU FT(0.03 M3)



USE FIELD TESTED

SAMPLE



57

ARCHIVE















MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

ASTM D4832 PREPARATION AND TESTING OF CLSM

1 CU FT(0.03 M3)

MINIMUM OF 1 SET PER LOT (100 YD3 (100 M3) OR EACH DAY'S POUR



MDT HQ LAB

NOTES



DESIGNAPPROVAL





MDT HQ LAB

NOTES


CONCRETE

REFER TO TEST FOR

SIZESAMPLE

ASTM D4832 PREPARATION AND TESTING OF CLSM

1 CU FT(0.03 M3)

MINIMUM OF 1 SET PER LOT (100 YD3 (100 M3) OR EACH DAY'S POUR



MDT HQ LAB

NOTES



DESIGNAPPROVAL





MDT HQ LAB

NOTES

PRE-PACKAGED CONCRETE

551.03.02.13


1 EACH ONE PER PROJECT, PER TYPEDATA SHEET



MDT HQ LAB

NOTES

LEAN CONCRETE551.03.02.14


N/A ONE PER LOAD VISUAL VERIFY ITEM MEETS MDT REQUIREMENTS

CONTROLLED LOW STRENGTH

MATERIAL - EXCAV551.03.02.11

Mix Design

CONTROLLED LOW STRENGTH

MATERIAL - NON-EXCAV

551.03.02.12 Mix Design

58

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MDT HQ LAB

NOTES

EPOXY RESIN GROUT

552.02.01.01





MDT HQ LAB

NOTES

DECK DRAINS552.03.16.01


1 EACH ONE PER PROJECT, PER TYPE OF DRAIN VISUAL



MDT HQ LAB

NOTES


1 EACH ONE PER DECK SECTIONCERT OF COMPVISUAL

IF WELDING OCCURS, CERTIFICATE OF COMPLIANCE IS SUBMITTAL OF

DOCUMENTATION PER SPECIFICATION 624.03.3




MT 111PRESTRESSED STRUCTURAL

MEMBERS

PER MT 111

ONE PER DECK SECTION

PRECAST PRESTRESSED

DECK SECTIONS553.02.08.01

PRE-INSPECTION

59

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MDT HQ LAB

NOTES


1 EACH ONE PER BEAMCERT OF COMPVISUAL






MT 111PRESTRESSED STRUCTURAL

MEMBERS

PER MT 111

ONE PER BEAM



MDT HQ LAB

NOTES


1 EACH ONE PER MEMBERCERT OF COMPVISUAL






ASTM A416SEVEN WIRE

STRAND

8 FT( 3 M)

ONE PER LOT SAMPLE TESTREQUIRED ONLY WHEN MEMBER

IS POST-TENSIONED

MT 110RCP AND

ASSOCIATED ITEMS

PER MT 111

ONE PER MEMBER

PRESTRESSED BEAM553.02.09.01

PRE-INSPECTION

PRECASTCONCRETE

BRIDGE MEMBERS554.04.03.01

PRE-INSPECTION

60

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MDT HQ LAB

NOTES


1 EACH ONE PER EACH VISUAL




MT 110RCP AND

ASSOCIATED ITEMSN/A

REFER TO MT 110 FOR SAMPLE/TEST FREQUENCY



MDT HQ LAB

NOTES


1 EACH ONE PER EACHCERT OF COMPVISUAL






MT 110RCP AND

ASSOCIATED ITEMSN/A


CATTLE GUARD BASES

554.04.04.01

PRE-INSPECTION

PRECAST CONCRETE PRODUCT -

STRUCTURAL554.04.06.01

PRE-INSPECTION

61

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MDT HQ LAB

NOTES


N/A ONE PER EACH VISUAL




MT 110RCP AND

ASSOCIATED ITEMSN/A




MDT HQ LAB

NOTES

WATERPROOF MEMBRANE563.02.01.08


1 EACH ONE PER PROJECT, PER TYPEDATA SHEET

PRECAST CONCRETE PRODUCT -

NON STRUCTURAL554.04.06.02

PRE-INSPECTION

62

ARCHIVE







CONCRETE SEALANT


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

LIQUID MEMBRANE-FORMING

CONCRETE CURING COMPOUND717.01.03.01


1 EACH ONE PER PRODUCTDATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CONCRETE CURE AND SEAL

COMPOUNDS717.01.04.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACHDATA SHEET


MT 535HMWMIR TEST

2 - 4 OZ (2 - 120

mL) PLASTIC BOTTLES

SAMPLE TESTSAMPLE REQUIRED TO BE TAKEN FROM JOB

SITE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

EPOXY BRIDGE DECK CRACK SEALANT

717.02.03.01


1 EACH ONE PER LOT/BATCH NUMBERDATA SHEET



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SILANE SEALER717.02.01.01




CONCRETE SEALANT SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

HIGH MOLECULAR WEIGHT

METHACRYLATE (HMWM)

717.02.02.01

ONE PER LOT/BATCH NUMBER

63

ARCHIVE



CONCRETE SEALANT

CONCRETE SEALANT SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DECK SEALANT SAND

717.02.04.01


1 EACH ONE PER PROJECTDATA SHEET

CERTIFICATION IS THE GRADATION ON THE CONTAINER

64

ARCHIVE



CRACK SEALING


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




ASTM D6690 30 LBS AS REQUESTED SAMPLE TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

BACKER ROD403.02.00.02L

403.02.00.02W




CRACK SEALING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

CRACK SEALANT403.02.00.01L

403.02.00.01W

65

ARCHIVE



EXCAVATION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING SAMPLE


MT 208LIQUID LIMIT



SOIL CLASSMT 210


(10LB) PROCTOR


CORRECTION


AASHTO T 190R-VALUE TEST

TEST REQUIRED IF SPECIFIED IN THE SPECIAL PROVISIONS



MT 218RELATIVE

COMPACTION AND % MOISTURE


MDT HQ LAB

NOTES



N/AONE PER EACH MILE

OR ONE PER EVERY 100,000 CU YDS (75,000 M3)

CHECK

TEST

N/AMINIMUM OF ONE TEST

PER 2000 CU YDS (1500 M3)AND A MINIMUM OF ONE TEST PER LIFT

TEST

EXCAVATION SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

SPECIAL BORROW

203.01.01.02

77 LBS(35 KG)

EACH SOURCE OF SPECIAL BORROW IS SUBJECT TO APPROVAL PRIOR TO

PLACEMENT(ONE BORROW SOURCE

PER 65,000 CU YDS (50,000 M3))MINIMUM EIGHT SAMPLES PER BORROW

SOURCE 85% OF THE TESTS MUST MEET SOILS

CLASSIFICATION OR R-VALUE REQUIREMENT


66

ARCHIVE

































EXCAVATION



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



MT 208LIQUID LIMIT



SOIL CLASS

MT 229ZERO AIR VOIDS

SECONDARY TESTINTERIM MEASURE UNTIL A PROCTOR

CAN BE PERFORMEDMT 210


(10LB) PROCTOR


CORRECTION





MT 218RELATIVE

COMPACTION AND % MOISTURE


MDT HQ LAB

NOTES



N/AONE PER EACH MILE

OR ONE PER EVERY 100,000 CU YDS (75,000 M3)

CHECK

EMBANKMENT203.01.02.01

77 LBS(35 KG)

TEST MATERIAL AS NEEDED FOR SOILS CLASSIFICATION AND/OR PROCTOR TEST

N/AMINIMUM OF ONE TEST

PER 2000 CU YDS (1500 M3) AND A MINIMUM OF ONE TEST PER LIFT

TEST


67

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http://mdt.mt.gov/other/materials/external/materials_manual/229.pdf

http://mdt.mt.gov/other/materials/external/materials_manual/229.pdf























EXCAVATION



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE



PLASTICITY INDEX

MT 217FRACTURE

STEMMING AGGREGATE

FOR BLASTING203.03.01.01

30 LBS(14 KG)

ONE TEST PER SOURCE

TEST

68

ARCHIVE












FENCING


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER LOT VISUALVERIFY SEAL NUMBERS CORRESPOND

WITH PRE-INSPECTION RECORDS

MT 404INSPECTING WOOD

PRODUCTS

20 BORINGS

ONE PER CHARGE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACHDATA SHEET

VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CHAIN LINK ALUMINUM POST

712.01.03.03


1 EACH ONE PER LOTDATA SHEET

VISUALVERIFY ITEM MEETS MDT REQUIREMENTS


FENCING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

SNOW FENCE MATERIAL

607.02.01.01PRE-INSPECTION

CHAIN LINK FABRIC712.01.02.01

CHAIN LINK STEEL POST

712.01.03.01

69

ARCHIVE

http://mdt.mt.gov/other/webdata/external/materials/materials_manual/404.pdf







FENCING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL




CABLE/TIE/BRACE WIRE

712.01.06.01

CHAIN LINK GATE712.01.08.01

FENCE WIRE712.02.00.01

STEEL FENCE POST712.02.07.01

70

ARCHIVE







FENCING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER LOT VISUALVERIFY SEAL NUMBERS CORRESPOND



PRODUCTS

20 BORINGS

ONE PER CHARGE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DEADMAN/ANCHOR

712.02.12.01


1 EACH ONE PER FABRICATORDATA SHEET



PRE-INSPECTION

METAL GATE712.02.09.01

WOOD FENCE POST/BRACE RAIL

712.02.08.01

71

ARCHIVE







GEOTEXTILE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT OR BATCHCERT OF COMP

ASTM D6637TENSILE PROPERTIES

OF GEOGRID

3 FT (1 M) X WIDTH ONE PER 10,000 SQ YD (8,000 M2) SAMPLE TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




OF GEOGRID



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




OF GEOGRID



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GEOCOMPOSITE DRAIN

622.02.01.01



SUBMIT SAMPLE OF MATERIAL TO GEOTECHNICAL SECTION FOR REVIEW

GEOTEXTILE SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

GEOGRID - SUBGRADE/

FOUNDATION622.01.01.01

GEOGRID - SLOPE

REINFORCEMENT622.01.01.02

GEOGRID - WALL

REINFORCEMENT622.01.01.03

72

ARCHIVE



GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WEED CONTROL MAT

713.06.00.01


1 EACH ONE PER LOT OR BATCHDATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TURF REINFORCEMENT MAT - SYNTHETIC

FIBER713.12.00.04


1 EACH ONE PER LOT OR BATCH

CERT OF COMP

OR DATA SHEET

CERTIFICATE OF COMPLIANCE IS REQUIRED FOR ALL EROSION CONTROL THAT

CONTAINS STRAW



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TURF REINFORCEMENT MAT - NATURAL

FIBER713.12.00.05



CERT OF COMP

OR DATA SHEET


CONTAINS STRAW



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SHORT TERM ROLLED EROSION

CONTROL BLANKET713.12.00.06



CERT OF COMP

OR DATA SHEET


CONTAINS STRAW



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

LONG TERM ROLLED EROSION CONTROL

BLANKET713.12.00.07



CERT OF COMP

OR DATA SHEET


CONTAINS STRAW


73

ARCHIVE



GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

HIGH PERFORMANCE

ROLLED EROSION CONTROL BLANKET

713.12.00.08



CERT OF COMP

OR DATA SHEET


CONTAINS STRAW



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




ASTM D4491PERMITTIVITY

ASTM D4751OPENING SIZE

ASTM D4355DETERIORATION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







SAMPLE REQUIRED ONLY IF NOT ON THE QUALIFIED PRODUCTS LIST

GEOTEXTILE SEPARATION -

MODERATE SURVIVABILITY716.02.00.02

PER MT 421 ONE PER 10,000 SQ YDS (8,000 M2) SAMPLE TEST


GEOTEXTILE SEPARATION -

HIGH SURVIVABILITY

716.02.00.01PER

MT 421 ONE PER 10,000 SQ YDS (8,000 M2) SAMPLE TEST

74

ARCHIVE







GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








GEOTEXTILE SUB DRAIN

CLASS B - HIGH SURVIVABILITY716.04.00.02





GEOTEXTILE STABILIZATION -

HIGH SURVIVABILITY716.03.00.01



CLASS A - HIGH SURVIVABILITY716.04.00.01

75

ARCHIVE









GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES









CLASS C - HIGH SURVIVABILITY716.04.00.03



GEOTEXTILE SUB DRAIN CLASS A -



GEOTEXTILE SUB DRAIN CLASS B -




76

ARCHIVE









GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GEOSYNTHETIC CLAY LINER

716.04.00.07




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GEOMEMBRANE LINER

716.04.00.08



SUBMIT SAMPLE OF MATERIAL TO GEOTECHNICAL SECTION FOR REVIEW


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








GEOTEXTILE SUB DRAIN CLASS C -



GEOTEXTILEPERMANENT

EROSION CONTROL CLASS A - HIGH SURVIVABILITY716.05.00.01



77

ARCHIVE







GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








GEOTEXTILE PERMANENT

EROSION CONTROL CLASS B - HIGH SURVIVABILITY716.05.00.02



GEOTEXTILEPERMANENT

EROSION CONTROL CLASS C - HIGH SURVIVABILITY716.05.00.03



GEOTEXTILEPERMANENT

EROSION CONTROL CLASS A -



78

ARCHIVE









GEOTEXTILE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TEMPORARY SILT FENCE

716.06.00.00


1 EACH ONE PER LOT OR BATCHDATA SHEET



EROSION CONTROL CLASS B -





EROSION CONTROL CLASS C -



79

ARCHIVE







GUARDRAIL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACHDATA SHEET VISUAL



DOCUMENTATION FOR EACH HEAT #


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACHDATA SHEETVISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACHDATA SHEETVISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEMDATA SHEET




GUARDRAIL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

BOX BEAM GUARDRAIL

705.01.01.01

WIRE ROPE705.01.01.02

STEEL BEAM GUARDRAIL

705.01.01.03

MISCELLANEOUS GUARDRAIL

705.01.01.05

80

ARCHIVE







GUARDRAIL

GUARDRAIL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER LOT OR BATCH VISUALVERIFY SEAL NUMBERS CORRESPOND



PRODUCTS

20 BORINGS

ONE PER CHARGE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

NON-WOODBLOCKOUTS705.01.02.02


1 EACH ONE PER LOT OR BATCHCERT OF COMPVISUAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CERT OF COMP FOR GUARDRAIL ITEMS

606.03.00.01


1 EACH ONE PER PROJECTMDT-CON-

606_03

STEEL GUARDRAIL POST

705.01.05.01

WOOD GUARDRAIL POST/BLOCKOUTS

705.01.02.01 PRE-INSPECTION

81

ARCHIVE






http://www.mdt.mt.gov/other/webdata/external/const/forms/mdt-con-606_03.pdf

http://www.mdt.mt.gov/other/webdata/external/const/forms/mdt-con-606_03.pdf


JOINT MATERIAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

EXPANSION JOINT FILLERS - CORK707.01.01.01


1 EACH ONE PER PRODUCT DATA SHEETACCEPTANCE ONLY FROM THE QUALIFIED

PRODUCTS LIST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

JOINT SEALING MATERIAL

707.01.01.02


1 EACH ONE PER PRODUCT DATA SHEETACCEPTANCE ONLY FROM THE QUALIFIED

PRODUCTS LIST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SILICONE JOINT SEAL707.01.02.02


1 EACH ONE PER PRODUCT DATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FABRIC REINFORCED NEOPRENE JOINT

SEAL707.01.02.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PRODUCTDATA SHEETOR CERT OF

COMP






JOINT MATERIAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

EXPANSION JOINT SYSTEM

707.01.02.04

82

ARCHIVE




JOINT MATERIAL

JOINT MATERIAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

EXPANSION JOINT ASPHALT PLUG707.01.02.05




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PREFORMED EXPANSION JOINT

FILLER707.01.03.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GASKET707.02.01.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FLEXIBLE JOINT SEALER

707.02.02.01



83

ARCHIVE



LIGHTING, SIGNALS COMMUNICATION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

VARIABLE MESSAGE SIGN

ELECTRICAL ITEM CHECKLIST


VISUALVERIFY ITEM SUPPLIED MATCHES

APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ANTENNAELECTRICAL ITEM

CHECKLIST1 EACH ONE PER ITEM DATA SHEET

VERIFY ITEM SUPPLIED MATCHES APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ELECTRICALSUBMITTAL

703.01.00.01


1 EACH ONE PER PROJECT DATA SHEETSEE INDIVIDUAL MATERIALS FOR

STEEL REQUIREMENTS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PVC CONDUITELECTRICAL ITEM

CHECKLIST1 EACH ONE PER SIZE DATA SHEET

QUALIFIED PRODUCTS LISTVERIFY ITEM SUPPLIED MATCHES

APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

HDPE CONDUITELECTRICAL ITEM

CHECKLIST1 EACH ONE PER SIZE DATA SHEET


APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER LOT VISUALQUALIFIED PRODUCTS LIST

VERIFY ITEM SUPPLIED MATCHESAPPROVED SUBMITTAL




LIGHTING, SIGNALS & COMMUNICATION SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

STEEL CONDUIT

84

ARCHIVE







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT/BATCH DATA SHEETVERIFY ITEM SUPPLIED MATCHES

APPROVED SUBMITTAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEM/LOT DATA SHEETVERIFY ITEM SUPPLIED MATCHES

APPROVED SUBMITTAL


1 EACH ONE PER FORM 406 FORM 406

MANDATORY SUBMITTAL OF DOCUMENTATION PER SPECIFICATION 106.09

NO CERTIFICATION IS REQUIRED IF THIS ITEM IS SUPPLIED BY MDT


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



APPROVED SUBMITTAL






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



APPROVED SUBMITTAL





SIGNAL STANDARDS TYPE 1

SIGNAL STANDARDS TYPE 2/3

PULL BOXES

LUMINAIRE STANDARD

TYPE 10

85

ARCHIVE










TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CONDUCTORELECTRICAL ITEM

CHECKLIST1 EACH ONE PER LOT DATA SHEET



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CABLEELECTRICAL ITEM

CHECKLIST1 EACH ONE PER LOT DATA SHEET



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SERVICE & CONTROL ASSEMBLY


1 EACH ONE PER ITEM DATA SHEETVERIFY ITEM SUPPLIED MATCHES

APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TRAFFIC SIGNAL CABINET

703.08.02.01



APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TRAFFIC SIGNAL INDICATION 703.10.01.01


1 EACH ONE PER ITEM DATA SHEETQUALIFIED PRODUCTS LIST



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

LED TRAFFIC SIGNAL ELECTRICAL ITEM



APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PEDESTRIAN SIGNAL INDICATION 703.10.02.01


1 EACH ONE PER ITEM DATA SHEETQUALIFIED PRODUCTS LIST


86

ARCHIVE






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DETECTOR LOOPELECTRICAL ITEM




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PEDESTRIAN PUSH BUTTONS



APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

LUMINAIRE ASSEMBLY



APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

EMERGENCY VEHICLE

PREEMPTION



APPROVED SUBMITTAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER CHARGE VISUALVERIFY SEAL NUMBERS CORRESPOND


AWPA M220

BORINGSONE PER CHARGE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GUYS & ANCHORSELECTRICAL ITEM



CLASS 4 TREATED WOOD POLES703.16.00.01 PRE-INSPECTION

87

ARCHIVE



MAINTENANCE


TESTS SAMPLE SIZE SAMPLE/TEST FREQUENCYFIELD

MAINTDISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER TRUCK LOADVISUAL

DATA SHEETVISUALLY EVALUATE FOR CONTAMINATION

MT 526MOISTURE OF

PNS SALT

AIR TIGHT CONTAINER

(1 GALSEALABLE

BAG)

ONE PER TRUCK LOAD - TEST EACH SAMPLE - EXCEPT MISSOULA AND KALISPELL TEST

EACH 5TH SAMPLE -IN CASE OF A FAILURE, TEST EACH SAMPLE

SAMPLE TEST TESTING OF MOISTURE CONTENT




MDT HQ LAB

NOTES


ONE PER TRUCK LOADVISUAL


*PNS METHOD 13SALT GRADATION

*GRADATION - MUST BE HAND SHAKEN

MT 526MOISTURE OF

PNS SALTTESTING OF MOISTURE CONTENT




MDT HQ LAB

NOTES


ONE PER TRUCK LOADVISUAL


MT 526MOISTURE OF

PNS SALT

ONE PER TRUCK LOAD - TEST EACH SAMPLE - EXCEPT MISSOULA AND KALISPELL TEST

EACH 5TH SAMPLE IN CASE OF A FAILURE, TEST EACH SAMPLE

SAMPLE TESTING OF MOISTURE CONTENT

MAINTENANCE SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

8A-R SALT (MAINTENANCE)

MT 1

8A-B SALT (MAINTENANCE)

MT 3

AIR TIGHT CONTAINER

(1 GALSEALABLE

BAG) TEST EACH SAMPLE SAMPLE TEST

8B SALT (MAINTENANCE)

MT 10

AIR TIGHT CONTAINER

(1 GALSEALABLE

BAG)

88

ARCHIVE

http://pnsassociation.org/wp-content/uploads/PNSSPECS.pdf

http://pnsassociation.org/wp-content/uploads/PNSSPECS.pdf



MAINTENANCE





MDT HQ LAB

NOTES

MT 517SPECIFIC GRAVITY FOR SALT BRINE

MT 500C.P.E.R.

CPER: CORROSION PERCENT EFFECTIVENESS RATING

MT 501PRECIPITATION

INSPECTION

MT 502TOTAL SETTLEABLE

SOLIDS

MT 503PERCENT PASSING

#10 SIEVE

MT 504pH

MT 505HIGH

CONCENTRATION METALS

MT 506LOW


MT 507ASSAY

MT 522CYANIDE

SALT BRINE - NaCl (MAINTENANCE)

MT 2

1 GALLON(4 LITERS)

ONE SAMPLE FOR EVERY 100,000 GALLONS

TESTSAMPLE

89

ARCHIVE



MAINTENANCE





MDT HQ LAB

NOTES


1 EACH ONE PER TRUCK LOAD DATA SHEET

MT 408SAMPLING LIQUID DEICING MATERIAL

SAMPLE

MT 514C.P.E.R.


MT 501PRECIPITATION

INSPECTION

MT 515TOTAL SETTLEABLE

SOLIDS AND % PASSING #10 SIEVE

MT 516pH

MT 518HIGH


MT 519LOW


MT 523CYANIDE

CORROSION INHIBITOR

(MAINTENANCE)MT 6 1 GALLON


TEST

90

ARCHIVE






MAINTENANCE





MDT HQ LAB

NOTES

CERT/ VISUAL INSPECTION 1 EACH DATA SHEET


SAMPLE


MT 500C.P.E.R.


MT 501PRECIPITATION

INSPECTION

MT 502TOTAL

SETTLEABLE SOLIDS

MT 504pH

MT 508HIGH

CONCENTRATION METALSMT 509

LOW CONCENTRATION

METALS

MT 510ASSAY

MT 522CYANIDE

DE-ICER MgCl2

(MAINTENANCE)MT 7

ONE PER TRUCK LOAD

1 GALLON

TEST


91

ARCHIVE






MAINTENANCE





MDT HQ LAB

NOTES

CERT/ VISUAL INSPECTION 1 EACH DATA SHEET


SAMPLE


MT 500C.P.E.R.


MT 501PRECIPITATION

INSPECTION

MT 502TOTAL

SETTLEABLE SOLIDS

MT 504pH

MT 511HIGH


MT 512LOW


MT 513ASSAY

MT 522CYANIDE

DE-ICER CaCl2

(MAINTENANCE)MT 8

ONE PER TRUCK LOAD

1 GALLON

TEST


92

ARCHIVE






MAINTENANCE





MDT HQ LAB

NOTES


1 EACH DATA SHEET

MT 201SAMPLING

SAMPLE


MT 203UNIT WEIGHT




MDT HQ LAB

NOTES


1 EACH DATA SHEET

MT 217FRACTURE

SAMPLE TEST

MT 322PERCENT ADHESION

TEST




MDT HQ LAB

NOTES


1 EACH DATA SHEET

MT 520ENGINE OIL ANALYSIS

50 mL YEARLY/AS NEEDED SAMPLE TEST

ENGINE OIL ANALYSIS

MT 5

SANDING MATERIAL

MT 430 LBS ONE PER 2,000 TONS

TEST

COLD MIX ASPHALT PATCHING MATERIAL

MT 9

ONE PER CONTRACT

30 LBS

93

ARCHIVE













MISCELLANEOUS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT OR BATCH DATA SHEET

AASHTO T 27SIEVE ANALYSIS

5 LBS(3 KG)

ONE TEST PER PROJECT SAMPLE TEST

ASTM C25CHEMICAL ANALYSIS

50 GRAM(2 OZ)

AIRTIGHT ONE TEST PER PROJECT TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PRODUCT DATA SHEETACCEPTANCE ONLY FROM THE






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PRODUCTCERT OF COMP







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CONCRETE FILLED BAG/SCRIM BAG

613.03.05.01



MISCELLANEOUS SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

QUICK LIME

405.01.01.01SEE SPECIAL PROVISIONS 713.1

DETECTABLE WARNING DEVICES

608.03.02.01

CATTLE GUARD (GRATE)

611.02.04.01

94

ARCHIVE





MISCELLANEOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MAIL BOX623.02.00.01




MAILBOX PACKAGING/DATA SHEET MUST DISPLAY "MADE IN THE USA"

MAILBOX CLUSTERS ARE NOT REQUIRED TO BE ON THE QUALIFIED PRODUCTS LIST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MISCELLANEOUS PAINT710.02.00.01


1 EACH ONE PER LOT OR BATCH DATA SHEETCATTLE GUARDS REQUIRE VISUAL

INSPECTION ONLY


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ALUMINUM EPOXY710.02.00.02




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PIPE PILE EPOXY710.02.00.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ZINC RICH PRIMER710.02.03.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

POWDER COATING710.03.00.01



95

ARCHIVE



MISCELLANEOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ANTI-GRAFFITI COATING

710.04.00.01


1 EACH ONE PER PRODUCT DATA SHEETACCEPTANCE ONLY FROM THE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MISCELLANEOUS MATERIAL ACCEPTED

ON CERT713.00.00.00


1 EACH ONE PER SOURCE

CERT OF COMP

ORDATA SHEET

CERTIFICATION OF COMPLIANCE IF REQUIRED BY CONTRACT PROVISIONS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER SOURCE VISUAL

AASHTO M 1571 QT

(1 LITER)ONE PER SOURCE TEST

SAMPLE REQUIRED ONLY IF NON-POTABLE SOURCE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER GRIND/BIN/SHIPMENT DATA SHEET QUALIFIED PRODUCTS LIST

MT 201SAMPLING

SAMPLE

AASHTO M 303 LIME FOR ASPHALT

MIXTURESTEST

AASHTO T 219CHEMCIAL

ANALYSIS OF HYDRATED LIME

50 GRAM(2 OZ)

AIRTIGHT

SAMPLETEST

WATER FOR CONCRETE713.01.00.01

HYDRATED LIME713.02.00.01

5 LBS(3 KG)

ONE PER PROJECT/CONTRACT


96

ARCHIVE





MISCELLANEOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOAD DATA SHEET QUALIFIED PRODUCTS LIST


1 QT(1 LITER)

ONE PER LOADSAMPLE

TEST

MT 531ASSAY & SULFATE DETERMINATION

OF CaCl2

1 PINT(500 mL)

ONE PER PROJECTSAMPLE

TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOAD DATA SHEET QUALIFIED PRODUCTS LIST


1 QT(1 LITER)

ONE PER LOADSAMPLE

TEST

MT 532ASSAY & SULFATE DETERMINATION

OF MgCl2

1 PINT(500 mL)

ONE PER PROJECTSAMPLE

TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PROJECT DATA SHEETCERTIFICATION IS THE GRADATION ON THE

CONTAINER


5 LBS(3 KG)

ONE PER SOURCESAMPLE

TESTREQUIRED WHEN PRODUCT IS NOT

PREPACKAGED

CALCIUM CHLORIDE 713.03.00.01 SAMPLE REQUIRED ONLY IF NOT ON THE


MAGNESIUM CHLORIDE

713.03.00.02SAMPLE REQUIRED ONLY IF NOT ON THE


MORTAR SAND713.04.01.01

97

ARCHIVE





MISCELLANEOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT OR BATCH DATA SHEETCERTIFICATION IS THE MIXTURE AND

GRADATION ON THE CONTAINER

AASHTO R 64CUBE SPECIMENS

USING GROUT/MORTAR

SAMPLE

AASHTO T 106COMPRESSIVE STRENGTH OF

MORTARS

TEST


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TOPSOIL713.05.02.01

MT 412TOP SOIL

5 LBS(3 KG)

ONE TEST PER SOURCESAMPLE

TESTTESTING REQUIRED ON IMPORTED TOPSOIL

ONLY


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER BLEND DATA SHEETCERTIFICATION IS AN APPROVED SEED

BLEND REPORT

MT 403GRASS SEED

1 QT(1 LITER)

ONE PER BLEND PRE-INSPECTION NOT REQUIRED FOR BLENDS LESS THAN 10 LBS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FERTILIZER713.09.00.01


1 EACH ONE PER BLEND DATA SHEET MUST MEET MT FERTILIZING LAWS

SEED713.08.01.01

PRE-INSPECTION

CEMENT GROUT713.04.01.02 1 CU FT

(0.03 M3)TWO SETS OF THREE CUBES

PER EACH DAYS POUR

98

ARCHIVE







MISCELLANEOUS



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MULCH713.10.01.01


1 EACH ONE PER BLEND

CERT OF COMP

OR DATA SHEET


CERTIFICATE OF COMPLIANCE IS REQUIRED FOR ALL MULCH THAT CONTAINS STRAW


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FABRICATED NETTING713.10.03.01


N/A VISUAL INSPECTION ONLY VISUAL EPM'S DISCRETION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SOD713.11.00.01


1 EACH ONE PER SUPPLIER DATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

COMPOST713.13.01.01


1 EACH ONE PER SUPPLIER

CERT OF COMP

OR DATA SHEET


CERTIFICATE OF COMPLIANCE IS REQUIRED FOR ALL COMPOST THAT CONTAINS STRAW


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DYED DIESELMCS 1

MT 521TEST FOR

RED DYE 164

3 - 125mL SAMPLES

MINIMUM

MINIMUM ONE PER OFFICER PER QUARTER/AS NEEDED

MCS SAMPLE

TEST

99

ARCHIVE



PAVEMENT MARKINGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TEMPORARY PAINT714.03.00.02


1 EACH ONE PER LOT OR BATCH DATA SHEETACCEPTANCE ONLY FROM THE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WATERBORNE PAINT

714.04.00.03





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

HIGH DURABLE WATERBORNE

PAINT714.05.00.03





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




SPEC TABLE 714-4 EPOXY PAINT

COMPOSITION

1 QT(1 LITER)OF EACH PIGMENT

AS REQUESTED SAMPLE TEST

ONE QUART (LITER) SAMPLE OF BOTH PIGMENT (COLOR) AND RESIN (CATALYST) WILL BE TAKEN FROM THE THOROUGHLY

MIXED CONTENTS OF A STRIPING MACHINE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER TYPE DATA SHEET


4" X 1'(100 mm x 300 mm)

ONE PER TYPE SAMPLE TEST

PAVEMENT MARKINGS SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

PREFORMED PLASTIC

714.07.00.01

EPOXY PAINT714.06.00.02

100

ARCHIVE



PAVEMENT MARKINGS

PAVEMENT MARKINGS SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




AASHTO T 346SAMPLING GLASS

BEADS

AASHTO PP 74GRADATION AND ROUNDNESS OF

GLASS BEADS

SAMPLE FROM BULK CONTAINER WITH THIEF/PROBE IN ACCORDANCE WITH

AASHTO T 346. SAMPLE THIEF/PROBE MAY NOT FILL SAMPLE BOTTLES.

WHEN SAMPLING FROM A BULK CONTAINER IS NOT POSSIBLE, SAMPLES

MAY BE COLLECTED FROM THE BEAD GUN ON THE TRUCK.

REFLECTIVE GLASS BEADS

MT TYPE 1714.08.00.02

MT TYPE 2714.08.00.03

1 QT(1 LITER)

CONSTRUCTIONONE PER PROJECT

MAINTENANCEAS REQUESTED

SAMPLE TEST

101

ARCHIVE



PILE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES









TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES









TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







MANDATORY SUBMITTAL OF DOCUMENTATION FOR EACH HEAT #

IF RECYCLED MATERIAL, BUY AMERICA CATEGORY 2 REQUIREMENTS APPLY




PILE SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

PILE DRIVING POINT559.04.06.01

PILE CUTTING SHOE559.04.06.02

STRUCTURAL STEEL PILES

711.10.01.01A711.10.01.01L

102

ARCHIVE







PILE

PILE SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES









TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








STEEL FLUTED PILES711.10.03.01

STEEL PIPE PILES711.10.02.01

103

ARCHIVE





PIPES


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PROJECT VISUALPRE-INSPECTION IS NOT REQUIRED IF ITEM

IS PRODUCED AT A CERTIFIED PLANT (QPL)




MT 110RCP AND

ASSOCIATED ITEMSN/A MONTHLY

PLANTS NEED TO BE INSPECTED MONTHLY, INCLUDING CERTIFIED PLANTS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER PROJECT VISUALPRE-INSPECTION IS NOT REQUIRED IF ITEM

IS PRODUCED AT A CERTIFIED PLANT (QPL)




MT 110RCP AND

ASSOCIATED ITEMSN/A MONTHLY

PLANTS NEED TO BE INSPECTED MONTHLY, INCLUDING CERTIFIED PLANTS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PLASTIC PIPE708.05708.06708.07708.08



PIPES SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

REINFORCED CONCRETE PIPE

708.01.01.01

PRE-INSPECTION

CONCRETE PRESSURE PIPE708.02.00.01

PRE-INSPECTION

104

ARCHIVE











PIPES



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEMDATA SHEETVISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEM

DATA SHEET

OR CERT OF COMPVISUAL







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






DUCTILE IRON WATER PIPE709.01.01.01

STEEL WATER PIPE709.01.02.01

CORRUGATED STEEL PIPE

709.02.00.01

STEEL STRUCTURAL PLATE PIPE

709.03.00.01

105

ARCHIVE







PIPES



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CORR ALUMINUM PIPE CULVERT709.07.00.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEM

DATA SHEET

OR CERT OF COMPVISUAL







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

COPPER PIPE709.10.00.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MT 207WATER CORROSION

1 QT(1 LITER)

SAMPLE TEST

MT 232SOILS CORROSION

5 LB(3 KG)

SAMPLE TEST

PROBABLE, PROPOSED OR EXISTING CENTERLINE OF PIPE, CHANNEL BOTTOM,

BRIDGE LOCATIONS AND PROBABLE BORROW AREAS

SEAMLESS STEEL PIPE

709.09.00.01

PIPE INSPECTION FOR PIPE SURVEY

PC 3

106

ARCHIVE








PLANT MIX PAVEMENT



MDT HQ LAB

NOTES

WARM MIX ADDITIVE

401.02.04.01


1 EACH ONE PER EACH DATA SHEETACCEPTANCE ONLY FROM THE QUALIFIED

PRODUCTS LIST



MDT HQ LAB

NOTES

ANTI-STRIPPING ADDITIVE

401.02.05.01


1 EACH ONE PER EACH DATA SHEET

PLANT MIX PAVEMENT SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

107

ARCHIVE



PLANT MIX PAVEMENT




MDT HQ LAB

NOTES

MT 303SAMPLING

BITUMINOUS PAVING MIXTURES

MT 309REDUCING SAMPLES

MT 312MOISTURE CONTENT

MINIMUM ONE PER DAY

MT 314BULK SPECIFIC

GRAVITY

MT 319BINDER CONTENT BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSISTEST

MT 321RICE SPECIFIC GRAVITY

MT 332GYRATORY

COMPACTION

MT 334HAMBURG WHEEL-

TRACKSAMPLE

MT 335LINEAR KNEADING

COMPACTION

DENSITY BY CORE 2 - 4" CORES ONE EVERY 600 TONS (MT) PMP SAMPLE TEST SPECIAL PROVISION SECTION 401.03.21

MT 602FINAL RECORD

2 CORESPER TWO LANE MILE TAKEN AT

1/2 MILE (1 KM) INTERVALSSAMPLE

TEST

PLANT MIX SURFACING

GRADE S (3/4")401.03.01.01

SUFFICIENT QUANTITY

IN 2-10 QUART (9.5 LITER)

GALVANIZED BUCKETS

ONE EVERY 1000 TONS (MT) OFPLANT MIX PAVEMENT

COMMERCIAL MIXES ONE EVERY 2000 TONS (MT) OF

PLANT MIX PAVEMENT WITH A MINIMUM OF ONE SAMPLE FOR PROJECTS

OVER 500 TONS (MT)(NO TESTS ARE REQUIRED FOR

CONTRACTS UNDER 500 TONS (MT))

SAMPLETEST

ONE EVERY 1000 TONS (MTONS) OFPLANT MIX PAVEMENT





45 LBS(20 KG)

ONCE INITIAL JOB MIX TARGETS ARE ESTABLISHED OR FOR START-UP MIX

WITH TEST RESULTS OUTSIDE THE BROADBAND LIMITS

TESTADDITIONAL SAMPLES MAY BE TAKEN AT EPM'S

DISCRETION

108

ARCHIVE

































PLANT MIX PAVEMENT



MDT HQ LAB

NOTES


MT 314BULK SPECIFIC

GRAVITY


MT 320IGNITION OVEN

AGGREGATE ANALYSIS


MT 332GYRATORY

COMPACTION

PLANT MIX SURFACING

GRADE S (3/4")401.03.01.01


N/A ONCE PER PROJECT CHECK CHECKPROCEDURAL CHECK MAY BE PERFORMED BY

THE DISTRICT/AREA LAB OR MDT HQ LAB

109

ARCHIVE



















PLANT MIX PAVEMENT



MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 209L.A. ABRASION

MT 213SAND EQUIVALENT PRIMARY

MT 305VOLUME SWELL

CALIPER/MERCURYSECONDARY

MT 217FRACTURE

AASHTO T 304FINE AGGREGATE

ANGULARITY

ASTM D4791FLAT & ELONGATED

PARTICLES

MT 204 SPECIFIC GRAVITY

FINE AGGMT 205

SPECIFIC GRAVITY COARSE AGG


MT 314BULK SPECIFIC GRAVITY


MT 332GYRATORY COMPACTION

MT 334HAMBURG WHEEL-TRACK


COMPACTIONMT 319

BINDER CONTENT BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSIS

PLANT MIX SURFACING

GRADE S (3/4")401.03.01.01

Mix Design

800 LBS (636 KG)

ONE PER PLANT MIX DESIGN VERIFICATIONTEST

USED FOR PLANT MIX DESIGNS CONTAINING RAP

110

ARCHIVE









































PLANT MIX PAVEMENT




MDT HQ LAB

NOTES

MT 303SAMPLING




MINIMUM ONE PER DAY

MT 314BULK SPECIFIC

GRAVITY


MT 320IGNITION OVEN



MT 332GYRATORY

COMPACTION


TRACKSAMPLE


COMPACTION


MT 602FINAL RECORD



TEST


DISCRETION

PLANT MIX SURFACING

GRADE S (1/2")401.03.01.02

SUFFICIENT QUANTITY


GALVANIZED BUCKETS






SAMPLETEST






45 LBS(20 KG)



111

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PLANT MIX PAVEMENT



MDT HQ LAB

NOTES


MT 314BULK SPECIFIC

GRAVITY

MT 319BINDER CONTENT

BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSIS

MT 321RICE SPECIFIC

GRAVITY

MT 332GYRATORY

COMPACTION

PLANT MIX SURFACING

GRADE S (1/2")401.03.01.02




112

ARCHIVE






















PLANT MIX PAVEMENT



MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE


MT 209L.A. ABRASION

MT 213SAND EQUIVALENT PRIMARY

MT 305VOLUME SWELL


MT 217FRACTURE


ANGULARITY

ASTM D4791FLAT & ELONGATED

PARTICLES


FINE AGGMT 205








COMPACTIONMT 319


MT 320IGNITION OVEN

AGGREGATE ANALYSIS

PLANT MIX SURFACING

GRADE S (1/2")401.03.01.02

Mix Design

800 LBS (636 KG)



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PLANT MIX PAVEMENT




MDT HQ LAB

NOTES

MT 303SAMPLING




MINIMUM ONE PER DAY

MT 314BULK SPECIFIC

GRAVITY


MT 320IGNITION OVEN



MT 332GYRATORY

COMPACTIONMT 334

HAMBURG WHEEL-TRACK

SAMPLE


COMPACTION


MT 602FINAL RECORD



TEST


DISCRETION

PLANT MIX SURFACING

GRADE S (3/8")401.03.01.06

SUFFICIENT QUANTITY


GALVANIZED BUCKETS






SAMPLETEST






45 LBS(20 KG)



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PLANT MIX PAVEMENT



MDT HQ LAB

NOTES


MT 314BULK SPECIFIC

GRAVITY


BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSIS

MT 321RICE SPECIFIC

GRAVITY

MT 332GYRATORY

COMPACTION

PLANT MIX SURFACING

GRADE S (3/8")401.03.01.06




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PLANT MIX PAVEMENT



MDT HQ LAB

NOTES



MT 209LOS ANGELES ABRASION

MT 213SAND EQUIVALENT TEST PRIMARY

MT 305VOLUME SWELL


MT 217FRACTURE


ANGULARITYASTM D4791

FLAT & ELONGATED PARTICLES


FINE AGGMT 205








COMPACTIONMT 319


MT 320IGNITION OVEN

AGGREGATE ANALYSIS

PLANT MIX SURFACING

GRADE S (3/8")401.03.01.06

Mix Design

800 LBS (636 KG)



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NOTES

MT 303SAMPLING




MINIMUM ONE PER DAY

MT 314BULK SPECIFIC

GRAVITY


MT 320IGNITION OVEN



AASHTO T 245MARSHALL METHOD


TRACKSAMPLE


COMPACTION


MT 602FINAL RECORD



TEST


DISCRETION

PLANT MIX SURFACING

GRADE D401.03.01.03

SUFFICIENT QUANTITY


GALVANIZED BUCKETS






SAMPLETEST






45 LBS(20 KG)



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MDT HQ LAB

NOTES


MT 314BULK SPECIFIC

GRAVITY


BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSIS

MT 321RICE SPECIFIC

GRAVITY


PLANT MIX SURFACING

GRADE D

401.03.01.03




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PLANT MIX PAVEMENT



MDT HQ LAB

NOTES

MT 201SAMPLING

800 LBS (636 KG)

SAMPLE



FINE AGG


COARSE AGG

MT 217FRACTURE







COMPACTION


MT 320IGNITION OVEN

AGGREGATE ANALYSIS

AASHTO T 283MODIFIED LOTTMAN N/A VERIFY

VERIFY TEST RESULTS FROM CONTRACTOR/CONSULTANT PROVIDING

MIX DESIGN

PLANT MIX SURFACING

GRADE D401.03.01.03

Mix Design



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PLANT MIX PAVEMENT




MDT HQ LAB

NOTES

MT 217FRACTURE

MT 303SAMPLING




MT 320IGNITION OVEN

AGGREGATE ANALYSIS

TEST


MDT HQ LAB

NOTES



BY IGNITION METHOD

MT 320IGNITION OVEN

AGGREGATE ANALYSIS

PLANT MIX SEAL COURSE401.03.01.05

20 LBS(9 KG)

ONE EVERY 600 TONS (MT) PMSC

SAMPLETEST


N/A ONCE PER PROJECT CHECK CHECKPROCEDURAL CHECK MAY BE PERFORMED

BY THE DISTRICT/AREA LABOR MDT HQ LAB

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PLANT MIX PAVEMENT



MDT HQ LAB

NOTES

MT 201SAMPLING

SAMPLE



FINE AGGMT 205


MT 208LIQUID LIMIT



LOS ANGELES ABRASION

MT 213SAND EQUIVALENT

TESTMT 217

FRACTUREMT 305

VOLUME SWELL CALIPER/MERCURY


ANGULARITYASTM D4791

FLAT & ELONGATED PARTICLES

MT 338DRAIN DOWN

MT 332GYRATORY

COMPACTIONVERIFY

PLANT MIX SEAL COURSE401.03.01.05

Mix Design

800 LBS(363 KG)

ONE PER PLANT MIX SEAL COURSE MIX DESIGN

TEST

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PLANT MIX PAVEMENT




MDT HQ LAB

NOTES

EPA SPECIFICATIONUSED OIL FUEL401.03.02.01


1 EACH ONE PER PROJECTCERT OF COMP



MDT HQ LAB

NOTES


N/A ONE PER PROJECT VISUAL VERIFY ITEM MEETS MDT REQUIREMENTS


MINIMUM 2.2 LB(1 KG)

MOISTURE PROOF

CONTAINER

ONE EVERY 3000 FT PAVER PATH SAMPLE TEST


MDT HQ LAB

NOTES


1 EACHONE PER COLD RECYCLED

PLANT MIX DESIGNMIX DESIGN APPROVAL

CERTIFICATION IS THE CONTRACTOR'S MIX DESIGN



MDT HQ LAB

NOTES

COLD IN-PLACE RECYCLED -

ENGR EMULSION405.02.01.01





MDT HQ LAB

NOTES

CORES FOR STRIPPING ANALYSIS

PC 4

MT 331SAMPLING & EVALUATING

STRIPPING PAVEMENTS

1 EACH SEE MT 331 SAMPLE TEST

COLD RECYCLED PLANT MIX

405.01.21.01

Mix Design

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SIGNING


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SNOW POLES619.03.08.02



VISUAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SIGNING SHEET ALUMINUM704.01.01.01



VISUAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES



VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ALUMINUM SIGN POSTS

704.01.04.05


1 EACH ONE PER LOT DATA SHEET

SIGNING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

STEEL SIGN POSTS704.01.04.01

STRUCTURAL STEEL SIGN POSTS

704.01.04.02

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SIGNING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACH DATA SHEETACCEPTANCE ONLY FROM THE






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER LOT/BATCH VISUALVERIFY SEAL NUMBERS CORRESPOND


AWPA M220

BORINGSONE PER CHARGE


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER EACH VISUAL





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

RETRO-REFLECTIVE SHEETING

704.01.10.01


1 EACH ONE PER LOT/BATCH DATA SHEET

OVERHEAD STRUCTURES704.01.08.01

PRE-INSPECTION

BREAKAWAY DEVICES

704.01.04.06

WOOD POSTS & POLES

704.01.06.01 PRE-INSPECTION

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SIGNING



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SURFACE MOUNT FLEXIBLE

DELINEATORS704.03.00.01



VISUALACCEPTANCE ONLY FROM THE



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








DRIVABLE FLEXIBLE

DELINEATORS704.03.00.02

125

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STEEL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENT DATA SHEET





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DOWEL BAR SLEEVE501.02.03.02


1 EACH ONE PER SHIPMENT DATA SHEET VERIFY ITEM MEETS MDT REQUIREMENTS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENT DATA SHEETACCEPTANCE ONLY FROM THE






TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







STEEL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

SMOOTH DOWEL BARS

501.02.03.01

TIE BARS, GRADE 40501.02.04.01

REBAR GRADE 40711.01.01.01

REBAR GRADE 60711.01.01.02

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STEEL



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENT DATA SHEET





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

REBAR EPOXY COATING

711.01.02.01


1 EACH ONE PER SHIPMENTDATA SHEET




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES








TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENT

DATA SHEETOR

CERT OF COMP





MANDATORY SUBMITTAL OF DOCUMENTATION FOR EACH HEAT #

REQUIRED ONLY IF MATERIAL HAS NOT BEEN PRE-INSPECTED

MT 415STRUCTURAL STEEL

1 EACH ONE PER ITEM PRE-INSPECTION

REBAR GRADE 75711.01.01.04

MECHANICAL REBAR CONNECTORS711.01.01.03

REINFORCING WIRE, WIRE MESH

711.01.03.01

STRUCTURAL STEEL711.02.00.01

127

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STEEL



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEM

DATA SHEETOR

CERT OF COMP







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER ITEM DATA SHEET





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES




MT 407HIGH STRENGTH

BOLTS1 BOLT ONE TEST PER LOT/BATCH

ASTM F959DIRECT TENSION

INDICATORS1 DTI ONE TEST PER LOT/BATCH


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

BOLTS, NUTS, THREADED ROD

711.07.00.01


1 EACH ONE TEST PER LOT/BATCH VISUAL

PINS & ROLLERS711.04.00.01

HIGH TENSILE STRENGTH BOLTS

711.06.00.01

STRUCTURAL STEEL TUBING

711.03.00.01

SAMPLE TEST

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STEEL



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE TEST PER LOT/BATCH DATA SHEET





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER SHIPMENT

DATA SHEETOR

CERT OF COMP






REQUIRED ONLY IF MATERIAL HAS NOT BEEN PRE-INSPECTED

MT 409WELDED STUD

SHEAR CONNECTORS1 EACH ONE PER ITEM


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






ASTM A416SEVEN WIRE

STRAND

8 FT(3 M)

ONE TEST PER LOT SAMPLE TEST

WELDED STUD SHEAR

CONNECTORS711.09.00.01

PRE-INSPECTION

PRESTRESSING STEEL

711.11.00.01

GALVANIZED METAL711.08.00.01

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STEEL



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER LOT/ITEM DATA SHEETACCEPTANCE ONLY FROM THE





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






METAL BIN-TYPE RETAINING WALLS

711.17.00.01

STEEL CASTINGS711.12.01.01

MISCELLANEOUS DRAINAGE CASTINGS

711.12.03.01

STRUCTURAL ANCHOR BOLTS

711.13.00.01

CAST INLET GRATES711.12.03.02

130

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STEEL



TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






DOES NOT APPLY TO BIT

ROCK/SOIL ANCHOR711.18.00.01

131

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STREAM PRESERVATION


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TEMPORARY ROLLED EROSION

CONTROL208.02.00.01


1 EACH ONE PER ITEM

CERT OF COMP

OR DATA SHEET


CONTAINS STRAW


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PLANTS - TREES & SHRUBS

208.02.01.01





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

LOG208.02.02.01


N/A ONE PER ITEM VISUAL VERIFY ITEM MEETS MDT REQUIREMENTS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ROOT WAD208.02.02.02




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

STREAM PRESERVATION

208.02.02.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


N/A ONE PER MATERIAL TYPE VISUAL VERIFY ITEM MEETS MDT REQUIREMENTS

MT 201SAMPLING

SAMPLE


TEST

STREAM PRESERVATION SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

STREAMBED AGGREGATE208.02.03.01

SAMPLE PER

MT 201ONE PER SOURCE

132

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CRASH TESTING


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CSB618_02 TEMPORARY TRAFFIC CONTROL

CERT OF COMP

OTHER MATERIAL SUCH AS MAILBOX SUPPORT

CERT OF COMP FOR TRAFFIC CONTROL/

MAILBOX618.03.02.01


1 EACH ONE PER PROJECT

CRASH TESTING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

133

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http://www.mdt.mt.gov/other/webdata/external/const/forms/CSB618_02.pdf



BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

BIRD SPIKESBM.699.01.01


1 EACH ONE PER EACH TYPE VISUAL


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

GLUE LAMINATED BEAMS

BM.699.01.02


1 EACH ONE PER BEAM DATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

INSULATIONBM.699.01.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES






BUILDING MATERIALSSTRUCTURE MATERIAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

METAL ROOFINGBM.699.01.04

METAL SIDING & SOFFIT

BM.699.01.05

134

ARCHIVE





BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PICNIC SHELTER(NON PRECAST)BM.699.01.06




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

QUARRY TILEBM.699.01.07




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

INTERIOR/EXTERIOR BUILDING

TAPE & PAINTBM.699.01.09



STRUCTURE MATERIAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

ROOF JOISTBM.699.01.08

135

ARCHIVE




BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MASONARY/THROUGH WALL

FLASHINGBM.699.01.10




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PRE-PACKAGED MORTAR

BM.699.01.11


1 EACH ONE PER PROJECT, PER TYPE DATA SHEET


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

CMUBM.699.01.12




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SRW BLOCKBM.699.01.13




136

ARCHIVE



BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

MASONRY SIDINGBM.699.01.14




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

INTERIOR/EXTERIOR GLASS

AND GLAZINGBM.699.01.15




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ELECTRICALBM.699.02.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

HVAC SYSTEMBM.699.02.02


1 EACHONE PER EACH COMPONENT,

PER TYPE, PER PROJECTDATA SHEET


ELECTRICAL/MECHANICAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

137

ARCHIVE




BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

INTERIOR FIXTURES & FEATURES

BM.699.02.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES







TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

IRRIGATION SYSTEMBM.699.03.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PLUMBINGBM.699.03.02



ELECTRICAL/MECHANICAL SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

PROPANE TANKBM.699.02.04

PLUMBING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

138

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BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WASTE WATER TREATMENT

SYSTEMBM.699.03.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WASTE WATER UTILITY PIPE &

APPURTENANCEBM.699.03.04




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WASTE WATER PUMPS, FITTINGS &

VALVESBM.699.03.05




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

WELL PUMPS, FITTINGS & VALVES

BM.699.03.07




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

BENCHES(NON PRECAST)BM.699.04.01



PLUMBING SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

ACCESSORIES SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

139

ARCHIVE




BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

PICNIC TABLES(NON PRECAST)BM.699.04.02




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TRASH RECEPTACLES(NON PRECAST)BM.699.04.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FIRE EXTINGUISHERS & CABINETS

BM.699.04.04




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

FLAG POLES(ALUMINUM)BM.699.04.05




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

TOILET ROOM ACCESSORIESBM.699.04.06



ACCESSORIES SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

140

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BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

ALUMINUM STOREFRONTBM.699.05.01




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

DISPLAY CASESBM.699.05.02




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

HOLLOW METAL DOORS & FRAMES

BM.699.05.03




TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

OVERHEAD GARAGE DOORS

BM.699.05.04



DOOR/DISPLAY SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

141

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BUILDING MATERIALS

BUILDING MATERIALS


TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES


1 EACH ONE PER EACH DATA SHEETIF MATERIAL IS STEEL OR PRECAST, A STEEL

CERT IS REQUIRED





TESTSSAMPLE


DISTRICT/AREA LAB

MDT HQ LAB

NOTES

SCALE ELECTRONICS, TRANSDUCERS, AND

DISPLAYSBM.699.06.02



SCALE SITE SPECIFIC SPECIALS, SUPPLEMENTAL AND STANDARD SPECS, DETAILED DWGS

SCALE PIT STRUCTURAL ITEMS

BM.699.06.01

142

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