| IM Number |
Title |
Volume |
| 101 |
Review of Materials used in Construction & Maintenance Projects |
1 |
| 101aa |
Appendix A |
1 |
| 103 |
Reimbursement to IDOT For Inspection Services Provided to Counties,
Cities, and Other State Agencies |
1 |
| 103aa |
Appendix A |
1 |
| 104 |
Field Equipment Cleaning, Calibration & Repair |
1 |
| 104aa |
Appendix A |
1 |
| 202 |
Procedure for Rounding Data |
1 |
| 203 |
Consultation Provided By Materials Personnel On Construction
Projects |
2 |
| 204 |
Inspection of Construction Project Sampling & Testing |
2 |
| 204aa-us |
Appendix A (US) |
2 |
| 204ab |
Appendix B |
2 |
| 204ac-us |
Appendix C (US) |
2 |
| 204ad-us |
Appendix D (US) |
2 |
| 204ae-us |
Appendix E (US) |
2 |
| 204af-us |
Appendix F (US) |
2 |
| 204ah-us |
Appendix H (US) |
2 |
| 204ai-us |
Appendix I |
2 |
| 204ak-us |
Appendix K (US) |
2 |
| 204al-us |
Appendix L (US) |
2 |
| 204am-us |
Appendix M |
2 |
| 204ap-us |
Appendix P |
2 |
| 204at-us |
Appendix T |
2 |
| 204au-us |
Appendix U (US) |
2 |
| 204av-us |
Appendix V (US) |
2 |
| 204aw-us |
Appendix W |
2 |
| 204ax-us |
Appendix X |
2 |
| 204az-us |
Appendix Z |
2 |
| 205 |
Quality Assurance Program for Construction Overview & Description |
2 |
| 206 |
Nuclear Test Equipment |
2 |
| 206ab |
Appendix B |
2 |
| 206ad |
Appendix D |
2 |
| 206ae |
Appendix E |
2 |
| 207 |
Independent Assurance Program for Construction Overview &
Description |
2 |
| 207aa |
Appendix A |
2 |
| 208 |
Materials Laboratory Qualification Program |
2 |
| 208aa |
Appendix A |
2 |
| 208ab |
Appendix B |
2 |
| 208ac |
Appendix C |
2 |
| 209 |
Certified Aggregates & Approved Producer Program |
4 |
| 209aa |
Appendix A |
4 |
| 209ab |
Appendix B |
4 |
| 209ac |
Appendix C |
4 |
| 209ad |
Appendix D |
4 |
| 209ae |
Appendix E |
4 |
| 209af |
Appendix F |
4 |
| 209ag |
Appendix G |
4 |
| 209ah |
Appendix H |
4 |
| 210 |
Production of Certified Aggregate From Reclaimed Roadways |
4 |
| 211 |
Approved Ready Mix Concrete Producer Program |
2 |
| 211aa |
Appendix A |
2 |
| 211ac |
Appendix C |
2 |
| 213 |
Technical Training & Certification Program |
2 |
| 213aa |
Appendix A |
2 |
| 213ab |
Appendix B |
2 |
| 213ac |
Appendix C |
2 |
| 213ad |
Appendix D |
2 |
| 215 |
Disposal of Hazardous Wastes from Materials Laboratories |
1 |
| 215aa |
Appendix A |
1 |
| 215ab |
Appendix B |
1 |
| 216 |
Guidelines for Validating Test Results |
2 |
| 216aa |
Appendix A |
2 |
| 217 |
Guidelines for Reviewing Demolition Sites for Possible
Asbestos-containing Material |
1 |
| 218 |
Materials Sample Courier Service |
1 |
| 301 |
Aggregate Sampling & Minimum Size of Samples for Sieve Analysis |
2 |
| 302 |
Sieve Analysis of Aggregates |
2 |
| 305 |
Field Method to Determine Percentage of Fractured Particles in
Coarse Aggregate Levels |
2 |
| 306 |
Determining Amount of Material Finer Than The No. 200 (75µm) Sieve
in Aggregate |
2 |
| 307 |
Determining Specific Gravity of Aggregate |
2 |
| 308 |
Determining Free Moisture & Absorption of Aggregates |
2 |
| 309 |
Determining Standard Proctor Moisture Density Relationship of Soils |
2 |
| 310 |
Determining Modified Proctor Moisture Density Relationship of Soils |
2 |
| 311 |
Method of Sampling Aggregate From The Roadway |
2 |
| 312 |
Sampling of Soils for Construction Project |
2 |
| 313 |
Determining Minimum and Maximum Index Densities of Cohesionless
Soils and Calculation of Relative Density |
2 |
| 315 |
Method of Making, Protecting, Curing & Testing Concrete Cylinders |
2 |
| 316 |
Flexural Strength of Concrete |
2 |
| 316aa |
Appendix A |
2 |
| 316ab |
Appendix B |
2 |
| 317 |
Slump of Hydraulic Cement Concrete |
2 |
| 318 |
Air Content of Freshly Mixed Concrete by Pressure |
2 |
| 319 |
Moisture Sensitivity Testing of Asphalt Mixtures |
2 |
| 320 |
Method of Sampling Compacted Asphalt Mixtures |
2 |
| 321 |
Method of Test For Compacted Density of Hot Mix Asphalt (HMA)
(Displacement) |
2 |
| 322 |
Sampling Uncompacted Hot Mix Asphalt |
2 |
| 323 |
Method of Sampling Asphaltic Materials |
2 |
| 324 |
Determining the Moisture Content of Rap for Use in HMA |
2 |
| 325 |
Compacting Asphalt Concrete by the Marshall Method |
2 |
| 325G |
Method of Test for Determining the Density of Hot Mix Asphalt (HMA)
Using the Superpave Gyratory Compactor (SGC) |
2 |
| 326 |
Determining Density of Undisturbed Soil Cores by Displacement |
2 |
| 327 |
Sampling Freshly Mixed Concrete |
2 |
| 328 |
Making, Protecting & Curing Concrete Flexural Strength Field
Specimens |
2 |
| 330 |
Vacuum Extraction of Bitumen in Paving Mixtures |
2 |
| 331 |
Mechanical Analysis of Extracted Aggregate |
2 |
| 332 |
Measuring Coating Thickness by Magnetic Gauge |
3 |
| 334 |
Determining Moisture Content & Density of Soils, Bases & Subbases
With Nuclear Gauge |
2 |
| 335 |
Determining Moisture Content of Soils |
2 |
| 336 |
Methods of Reducing Aggregate Field Samples To Test Samples |
2 |
| 337 |
Method To Determine the Thickness of Completed Courses of Base,
Subbase, & Hot Mix Asphalt |
2 |
| 338 |
Determining Asphalt Binder Content & Gradation of Hot Mix Asphalt (HMA)
By the Ignition Method |
2 |
| 339 |
Determining the Amount of Silt in Fine Aggregate |
2 |
| 340 |
Weight per Cubic Foot, Yield, & Air Content (Gravimetric) of
Concrete |
2 |
| 341 |
Determining Pavement & Bridge Ride Quality |
2 |
| 342 |
Determining Moisture in Rock Salt |
2 |
| 344 |
Determining the Amount of Shale in Fine Aggregate |
2 |
| 345 |
Determining the Amount of Shale in Coarse Aggregate |
2 |
| 346 |
Locating, Drilling & Evaluating Portland Cement Concrete Pavement
Cores |
2 |
| 346aa |
Appendix A |
2 |
| 346ab |
Appendix B |
2 |
| 347 |
Measuring Length of Drilled Concrete Cores |
2 |
| 348 |
Performing the Sieve Test on Emulsified Asphalts |
2 |
| 349 |
Determining Compatibility of Rapid-Setting Asphalt Emulsions &
Aggregates |
2 |
| 350 |
Determining Maximum Specific Gravity of Hot Mix Asphalt (HMA)
Mixutres |
2 |
| 350aa |
Appendix A |
2 |
| 351 |
Determining Asphalt Binder Content in Hot Mix Asphalt (HMA) Mix
Samples For Test Specimens |
2 |
| 351aa |
Appendix A |
2 |
| 357 |
Preparation of Hot Mix Asphalt (HMA) Mix Samples For Test Specimens |
2 |
| 358 |
Determining Plastic Density of Portland Cement Concrete With a
Nuclear Gauge |
2 |
| 360 |
Determining Percent Residue of Emulsified Asphalt |
2 |
| 362 |
Determining the Cover over Steel in Bridge Decks |
2 |
| 363 |
Determining the Slope of Pedestrian Facilities |
2 |
| 365 |
Determining Particle Charge of Cationic Emulsified Asphalts |
2 |
| 366 |
Determining the Adequacy of Test Sieves |
2 |
| 368 |
Determining the Amount of Clay Lumps & Friable Particles in Coarse
Aggregate |
2 |
| 369 |
Determining Specific Gravity of Asphalt Binder |
2 |
| 370 |
Determining Coating & Stripping of Bitumen-Aggregate Mixtures |
2 |
| 372 |
Determining the Amount of Chert, Shale, Iron Oxide & Coal in Coarse
Aggregate |
2 |
| 373 |
Determining Concentration of Calcium Chloride Solutions By
Hydrometer |
2 |
| 374 |
Determining Presence of Anti-Strip Agent Cutback Asphalt (Rapid
Field Test) |
2 |
| 375 |
Determining Flow of Grout Mixtures |
2 |
| 376 |
Testing for Presence of Moisture-Proof Coating on Glass Beads |
2 |
| 377 |
Determining Weight (Mass) of Ditch & Slope Protection Mats |
2 |
| 378 |
Determining the Dew Point With a Sling Psychrometer |
3 |
| 380 |
Vacuum-Saturated Specific Gravity & Absorption of Combined or
Individual Aggregate Sources |
2 |
| 380aa |
Appendix A |
2 |
| 381 |
Determining The Moisture Content of Aggregate and Recycled Materials
For Use in HMA |
2 |
| 382 |
Determining Relative Humidity With a Sling Pyschrometer |
2 |
| 383 |
Testing the Strength of Portland Cement Concrete Using the Maturity
Method |
2 |
| 383aa |
Appendix A |
2 |
| 384 |
Measuring Paver Vibrator Frequency |
2 |
| 385 |
Temperature of Freshly Mixed Concrete |
2 |
| 386 |
Determining Retroreflectivity of Durable Pavement Markings |
2 |
| 387 |
Slurry Test for Drill Shafts |
3 |
| 388 |
Load Cell Test for Drill Shafts |
3 |
| 389 |
Method of Test Slump Flow and Visual Stability Index of SCC |
2 |
| 390 |
Method of Test Static Segregation of Hardened SCC Cylinders |
2 |
| 401 |
Hydraulic Cements |
2 |
| 401aa |
Appendix A |
2 |
| 401ab |
Appendix B |
2 |
| 401ac |
Appendix C |
2 |
| 402 |
Corrosion Inhibitors for Portland Cement Concrete |
2 |
| 402aa |
Appendix A |
2 |
| 403 |
Chemical Admixtures for Concrete |
2 |
| 403aa |
Appendix A |
2 |
| 403ab |
Appendix B |
2 |
| 403ac |
Appendix C |
2 |
| 403ad |
Appendix D |
2 |
| 403ae |
Appendix E |
2 |
| 403af |
Appendix F |
2 |
| 403ag |
Appendix G |
2 |
| 405 |
White Pigmented Curing Compound in Bulk Storage |
2 |
| 405.07 |
Clear Curing Compounds for Barrier Rails |
1 |
| 405.07aa |
Appendix A |
1 |
| 409 |
Source Approvals for Aggregates |
4 |
| 409aa |
Appendix A |
4 |
| 409ab |
Appendix B |
4 |
| 409ac |
Appendix C |
4 |
| 410 |
Repair of Damaged Hot Dip Galvanized Coatings |
3 |
| 410.01 |
Zinc Coatings |
3 |
| 410.01aa |
Appendix A |
3 |
| 411 |
Truncated Domes/Detectable Warning Systems |
1 |
| 411aa |
Appendix A |
1 |
| 436.01 |
Inspection & Acceptance of Poured Joint Sealers |
2 |
| 436.01aa |
Appendix A |
2 |
| 436.02 |
Inspection & Acceptance of Elastomeric Joint Seals |
2 |
| 436.02aa |
Appendix A |
2 |
| 436.03 |
Inspection & Acceptance of Resilient Expansion Joint Filler |
2 |
| 436.03aa |
Appendix A |
2 |
| 436.04 |
Inspection & Acceptance of Backer Rod for Contraction Joints |
2 |
| 436.04aa |
Appendix A |
2 |
| 436.04ab |
Appendix B |
2 |
| 436.05 |
Inspection & Acceptance of Flexible Foam Expansion Joint Fillers |
2 |
| 436.05aa |
Appendix A |
|
| 436.06 |
Inspection & Acceptance of Tire Buffings for Filling Expansion
Joints |
2 |
| 436.06aa |
Appendix A |
2 |
| 437 |
Asphalt Binder, Cutback Asphalt & Emulsified Asphalt |
2 |
| 437aa |
Appendix A |
2 |
| 437ab |
Appendix B |
2 |
| 437ac |
Appendix C |
2 |
| 437ad |
Appendix D |
2 |
| 438 |
High Performance Bituminous Premix |
2 |
| 438aa |
Appendix A |
2 |
| 438ab |
Appendix B |
2 |
| 441 |
Corrugated Metal Culvert Pipe |
1 |
| 441aa |
Appendix A |
1 |
| 441ab |
Appendix B |
1 |
| 441ac |
Appendix C |
1 |
| 441ad |
Appendix D |
1 |
| 441ae |
Appendix E |
1 |
| 441af |
Appendix F |
1 |
| 442 |
Inspection & Acceptance of Prefabricated Pavement Edge Drains (Fin
Drains) |
1 |
| 442aa |
Appendix A |
1 |
| 442.01 |
Inspection & Acceptance of Prefabricated Vertical Drainage Wicks |
1 |
| 442.01aa |
Appendix A |
1 |
| 443 |
Corrugated Polyethylene Tubing |
1 |
| 443aa |
Appendix A |
1 |
| 443.01 |
Rodent Guards |
1 |
| 443.01aa |
Appendix A |
1 |
| 443.01ab |
Appendix B |
1 |
| 443.01ac |
Appendix C |
1 |
| 443.02 |
Safety Grates |
1 |
| 443.02aa |
Appendix A |
1 |
| 444 |
Corrugated Zinc-Coated Steel Plates for Pipes & Arches |
1 |
| 444aa |
Appendix A |
1 |
| 445 |
Precast Concrete |
1 |
| 445aa |
Appendix A |
1 |
| 445ab |
Appendix B |
1 |
| 445ac |
Appendix C |
1 |
| 445ad |
Appendix D |
1 |
| 445.01 |
Concrete Pipe & Special Sections |
1 |
| 445.01aa |
Appendix A |
1 |
| 445.01ab |
Appendix B |
1 |
| 445.02 |
Precast Box Culverts |
1 |
| 445.02aa |
Appendix A |
1 |
| 445.03 |
Mechanically-Stabilized Earth (MSE) Retaining Wall Panels |
1 |
| 445.03aa |
Appendix A |
1 |
| 445.03ab |
Appendix B |
1 |
| 445.04 |
Concrete Segmental & Modular Blocks, Dry Cast |
1 |
| 445.04aa |
Appendix A |
1 |
| 445.04ab |
Appendix B |
1 |
| 445.05 |
Concrete Segmental Blocks, Wet Cast |
1 |
| 445.05aa |
Appendix A |
1 |
| 445.05ab |
Appendix B |
1 |
| 445.06 |
Precast Concrete Noise Walls |
1 |
| 445.06aa |
Appendix A |
1 |
| 446 |
Plastic Pipe |
1 |
| 446aa |
Appendix A |
1 |
| 447 |
Inspection & Acceptance of Packaged, Dry, Combined Materials for PC
Concrete |
1 |
| 447aa |
Appendix A |
1 |
| 448 |
Clay & Concrete Darin Tile |
1 |
| 448aa |
Appendix A |
1 |
| 449.05 |
Inspection of Acceptance of Utility Access Adjustment Rings |
1 |
| 449.05aa |
Appendix A |
1 |
| 449.05ab |
Appendix B |
1 |
| 449.05ac |
Appendix C |
1 |
| 449.05ad |
Appendix D |
1 |
| 449.05ae |
Appendix E |
1 |
| 449.05af |
Appendix F |
1 |
| 451 |
Steel Reinforcement |
1 |
| 451ab |
Appendix B |
1 |
| 451ac |
Appendix C |
1 |
| 451ad |
Appendix D |
1 |
| 451ae |
Appendix E |
1 |
| 451af |
Appendix F |
1 |
| 451ag |
Appendix G |
1 |
| 451ah |
Appendix H |
1 |
| 451ai |
Appendix I |
1 |
| 451.01 |
Reinforcing Steel Supports |
1 |
| 451.01aa |
Appendix A |
1 |
| 451.02 |
Galvanized Steel Bars |
1 |
| 451.03B |
Epoxy-Coated Steel Reinforcement |
1 |
| 451.03baa |
Appendix A |
1 |
| 451.03bab |
Appendix B |
1 |
| 451.03bac |
Appendix C |
1 |
| 451.03bad |
Appendix D |
1 |
| 451.03bae |
Appendix E |
1 |
| 452 |
Deformed and Plain Stainless Steel Bars For Concrete Reinforcement |
1 |
| 452aa |
Appendix A |
1 |
| 452ab |
Appendix B |
1 |
| 452.02 |
Method for Computing Structural Steel Weight (Mass) |
1 |
| 453.04 |
Steel Catings (Carbon), Gray Iron Castings, And Ductile Iron
Castings |
1 |
| 453.04aa |
Appendix A |
1 |
| 453.06B |
High Strength Fasteners |
3 |
| 453.06baa |
Appendix A |
3 |
| 453.06bab |
Appendix B |
3 |
| 453.06bac |
Appendix C |
3 |
| 453.06bad |
Appendix D |
3 |
| 453.06ae |
Appendix E |
3 |
| 453.07 |
Stainless Steel Fasteners |
3 |
| 453.07aa |
Appendix A |
3 |
| 453.08 |
Anchor Bolts |
3 |
| 453.08aa |
Appendix A |
3 |
| 453.08ab |
Appendix B |
3 |
| 453.08ac |
Appendix C |
3 |
| 453.09 |
Concrete Anchors |
1 |
| 453.09aa |
Appendix A |
1 |
| 453.10 |
Shear Connector Studs |
3 |
| 453.10aa |
Appendix A |
3 |
| 454.10 |
Chain-Link Fence and Field Fence |
1 |
| 454.10aa |
Appendix A |
1 |
| 454.10ab |
Appendix B |
1 |
| 454.10ac |
Appendix C |
1 |
| 454.10ad |
Appendix D |
1 |
| 454.10ae |
Appendix E |
1 |
| 455 |
Impact Attenuators |
1 |
| 455aa |
Appendix A |
1 |
| 455.01 |
High Tension Cable Guardrail |
1 |
| 455.01aa |
Appendix A |
1 |
| 455.02 |
Formed Steel Beam Railing, Cable Rail, Anchor Cable & Steel Post for
Guardrail |
1 |
| 455.02aa |
Appendix A |
1 |
| 455.02ab |
Appendix B |
1 |
| 462 |
Treated & Untreated Timber & Lumber |
1 |
| 462aa |
Appendix A |
1 |
| 462ab |
Appendix B |
1 |
| 462ac |
Appendix C |
1 |
| 462ad |
Appendix D |
1 |
| 462ae |
Appendix E |
1 |
| 462af |
Appendix F |
1 |
| 467 |
Steel Piles |
3 |
| 467.01 |
Steel H-Piles |
3 |
| 467.01aa |
Appendix A |
3 |
| 467.01ab |
Appendix B |
3 |
| 467.01ac |
Appendix C |
3 |
| 467.02 |
Steel Sheet Piling |
3 |
| 467.02aa |
Appendix A |
3 |
| 467.02ab |
Appendix B |
3 |
| 467.02ac |
Appendix C |
3 |
| 467.03 |
Steel Pipe Piles |
3 |
| 467.03aa |
Appendix A |
3 |
| 467.03ab |
Appendix B |
3 |
| 467.03ac |
Appendix C |
3 |
| 468 |
Pile Points for Steel H-Piles |
3 |
| 468aa |
Appendix A |
3 |
| 468ab |
Appendix B |
3 |
| 469.02 |
Inspection & Acceptance of Seed |
1 |
| 469.03 |
Inspection & Acceptance of Fertilizer |
1 |
| 469.10 |
Erosion Control Products |
1 |
| 469.10aa |
Appendix A |
1 |
| 469.10ab |
Appendix B |
1 |
| 469.10ac |
Appendix C |
1 |
| 469.10ad |
Appendix D |
1 |
| 469.10ae |
Appendix E |
1 |
| 470 |
Inspection & Acceptance of Landscape Plant Materials |
1 |
| 482.02 |
Inspection & Acceptance of Zinc-Rich Paints |
3 |
| 482.02aa |
Appendix A |
3 |
| 482.02ac |
Appendix C |
3 |
| 482.04 |
Inspection & Acceptance of Aluminum Epoxy Mastic Paints |
3 |
| 482.04aa |
Appendix A |
3 |
| 482.05 |
Inspection & Acceptance of Waterborne Acrylic Paints |
3 |
| 482.05aa |
Appendix A |
3 |
| 482.06 |
Inspection & Acceptance of Moisture-cured Polyurethane Paint Systems |
3 |
| 482.06aa |
Appendix A |
3 |
| 482.07 |
Aliphatic Polyurethane Paints |
3 |
| 482.07aa |
Appendix A |
3 |
| 482.08 |
Inspection & Acceptance of Paint Systems for Galvanized Surfaces |
3 |
| 482.08aa |
Appendix A |
3 |
| 482.09 |
Inspection & Acceptance of Fluoropolymer Paint Systems |
3 |
| 482.09aa |
Appendix A |
3 |
| 483.03 |
Inspection & Acceptance of Traffic Paints for Construction Projects |
1 |
| 483.03aa |
Appendix A |
1 |
| 483.03ab |
Appendix B |
1 |
| 483.03ac |
Appendix C |
1 |
| 483.03ad |
Appendix D |
1 |
| 483.04 |
Requirements & Acceptance of Durable Paint Pavement Markings |
1 |
| 483.04aa |
Appendix A |
1 |
| 483.06 |
Pavement Marking Tapes |
1 |
| 483.06aa |
Appendix A |
1 |
| 483.07 |
Inspection & Acceptance of Raised Pavement Markers |
1 |
| 483.07aa |
Appendix A |
1 |
| 483.08 |
Channelizer Markers |
1 |
| 483.08aa |
Appendix A |
1 |
| 484 |
Inspection & Acceptance of Reflectorizing Spheres for Traffic Paint |
1 |
| 484aa |
Appendix A |
1 |
| 485.10 |
Inspection & Acceptance of Rigid Steel Conduit |
1 |
| 485.10aa |
Appendix A |
1 |
| 486 |
Inspection & Acceptance of Type A & B Sign Fabrication |
1 |
| 486aa |
Appendix A |
1 |
| 486ab |
Appendix B |
1 |
| 486.03 |
Inspection & Acceptance of Reflective Sheeting |
1 |
| 486.03aa |
Appendix A |
1 |
| 486.06 |
Inspection & Acceptance of Modular Glare Screen Systems |
1 |
| 486.06aa |
Appendix A |
1 |
| 486.07 |
Inspection & Acceptance of Prismatic Reflectors |
1 |
| 486.07aa |
Appendix A |
1 |
| 486.08 |
Inspection & Acceptance of Guardrail Markers & Concrete Barrier
Markers |
1 |
| 486.08aa |
Appendix A |
1 |
| 486.10 |
Perforated Square Steel |
1 |
| 486.10aa |
Appendix A |
1 |
| 486.12 |
Inspection & Acceptance of Solar Assisted Arrow Panels |
1 |
| 486.12aa |
Appendix A |
1 |
| 488.02 |
Inspection & Acceptance of Reboundable, Non-metallic, Drum-like,
Channelizing Devices |
1 |
| 488.02aa |
Appendix A |
1 |
| 488.03 |
Inspection & Acceptance of Orange Mesh Safety Fence |
1 |
| 488.03aa |
Appendix A |
1 |
| 488.04 |
Inspection & Acceptance of Reboundable, Non-metallic, 42-inch
Channelizers |
1 |
| 488.04aa |
Appendix A |
1 |
| 488.05 |
inspection & Acceptance Modular Lane Separator System |
1 |
| 488.05aa |
Appendix A |
1 |
| 488.06 |
Inspection & Acceptance |
1 |
| 488.06aa |
Appendix A |
1 |
| 491.04 |
Inspection & Acceptance of Hydrated Lime |
1 |
| 491.04aa |
Appendix A |
1 |
| 491.08 |
Fast-Setting Repair Mortar for Structural Components |
1 |
| 491.08aa |
Appendix A |
1 |
| 491.09 |
Inspection & Acceptance of Concrete Pipe Sealers |
1 |
| 491.09aa |
Appendix A |
1 |
| 491.11 |
Inspection & Acceptance of Polymer Grouts |
1 |
| 491.11aa |
Appendix A |
1 |
| 491.11ab |
Appendix B |
1 |
| 491.11ac |
Appendix C |
1 |
| 491.11ad |
Appendix D |
1 |
| 491.11ae |
Appendix E |
1 |
| 491.12 |
Concrete Sealers |
1 |
| 491.12aa |
Appendix A |
1 |
| 491.12ab |
Appendix B |
1 |
| 491.13 |
Nonshrink Hydraulic Cement Grouts |
1 |
| 491.13aa |
Appendix A |
1 |
| 491.14 |
Inspection & Acceptance of Ground Granulated Blast Furnace Slag (GGBFS) |
2 |
| 491.14aa |
Appendix A |
2 |
| 491.15 |
Release Agents for Bituminous Materials |
2 |
| 491.15aa |
Appendix A |
2 |
| 491.16 |
Anti-strip Agents for Cutback Asphalt |
2 |
| 491.16aa |
Appendix A |
2 |
| 491.17 |
Fly Ash |
2 |
| 491.17aa |
Appendix A |
2 |
| 491.17ab |
Appendix B |
2 |
| 491.18 |
Inspection & Acceptance of Sealants for Traffic Loop Detectors |
1 |
| 491.18aa |
Appendix A |
1 |
| 491.19 |
Approved Sources Epoxy Resins for Delaminated Bridge Deck Repair and
Crack Repair |
1 |
| 491.19aa |
Appendix A |
1 |
| 491.19ab |
Appendix B |
1 |
| 491.20 |
Inspection & Acceptance of Rapid-Setting Concrete Patching Materials
for Pavements |
1 |
| 491.20aa |
Appendix A |
1 |
|
491.20ab |
Appendix B |
1 |
| 491.21 |
Inspection & Acceptance of Rock Salt for Ice Removal |
1 |
| 491.22 |
Inspection & Acceptance of Threaded Insert Anchors |
1 |
| 491.22aa |
Appendix A |
1 |
| 491.23 |
Inspection & Acceptance Anti-Graffiti Coatings |
1 |
| 491.23aa |
Appendix A |
1 |
| 491.24 |
Elastomeric Concrete for Concrete Repair |
1 |
| 491.24aa |
Appendix A |
1 |
| 491.25 |
Inspection and Acceptance of Fiber Reinforced Polymer Laminate
Systems for Strengthening of Concrete Structures |
1 |
|
491.25aa |
Appendix A |
1 |
| 491.26 |
Approval of Proprietary Winter Anti and Deicing Chemicals (including
additives) |
1 |
| 491.26aa |
Appendix A |
1 |
| 491.26ab |
Appendix B |
1 |
| 494 |
Elastomeric Drainage Trough |
1 |
| 494aa |
Appendix A |
1 |
| 495.03 |
Inspection & Acceptance of Neoprene (Laminated, Homogeneous &
Elastomeric) Bridge Bearing Pads |
1 |
| 495.03aa |
Appendix A |
1 |
| 495.03ab |
Appendix B |
1 |
| 495.03ac |
Appendix C |
1 |
| 496.01 |
Inspection & Acceptance of Engineering Fabric |
1 |
| 496.01aa |
Appendix A |
1 |
| 496.01ab |
Appendix B |
1 |
| 496.01ac |
Appendix C |
1 |
| 496.01ad |
Appendix D |
1 |
| 496.01ae |
Appendix E |
1 |
| 496.01af |
Appendix F |
1 |
| 496.01ag |
Appendix G |
1 |
| 500 |
Asphaltic Terminology |
2 |
| 501 |
Asphaltic Terminology, Equations & Example Calculations |
2 |
| 502 |
Approved Safety Edge Devices |
2 |
| 504 |
Cold-In-Place Hot Mix Asphalt (HMA) Recycling |
2 |
| 504aa |
Appendix A |
2 |
| 504ab |
Appendix B |
2 |
| 505 |
Reclaimed Asphalt Pavement for HMA Mixtures |
2 |
| 505aa |
Appendix A |
2 |
| 505ab |
Appendix B |
2 |
| 506 |
Recycled Asphalt- Shingle Suppliers |
2 |
| 506aa |
Appendix A |
2 |
| 506ab |
Appendix B |
2 |
| 506ac |
Appendix C |
2 |
| 506ad |
Appendix D |
2 |
| 506ae |
Appendix E |
2 |
| 508 |
Hot Mix Asphalt (HMA) Plant Inspection |
2 |
| 508aa |
Appendix A |
2 |
| 508ab |
Appendix B |
2 |
| 509 |
Tank Measurement & Asphalt Cement Content Determination |
2 |
| 510 |
Method of Design of Hot Mix Asphalt Mixes |
2 |
| 510aa |
Appendix A |
2 |
| 510ab |
Appendix B |
2 |
| 511 |
Control of Hot Mix Asphalt Mixtures |
2 |
| 511aa |
Appendix A |
2 |
| 511ab |
Appendix B |
2 |
| 511ac |
Appendix C |
2 |
| 511ad |
Appendix D |
2 |
| 512 |
Hot Mix Asphalt (HMA) Paving History |
2 |
| 512aa |
Appendix A |
2 |
| 514 |
Correlation of Field Density For Hot Mix Asphalt (HMA) Paving |
2 |
| 525 |
Designing Flowable Mortar |
2 |
| 526 |
Portland Cement Concrete Pavement History |
2 |
| 527 |
Paving Plant Inspection |
2 |
| 527aa |
Appendix A |
2 |
| 527ab |
Appendix B |
2 |
| 527ac |
Appendix C |
2 |
| 527ad |
Appendix D |
2 |
| 528 |
Structural Concrete Plant Inspection |
2 |
| 529 |
Portland Cement Concrete (PC) Concrete Proportions |
2 |
| 530 |
Quality Management & Acceptance of PC Concrete Pavement |
2 |
| 530aa |
Appendix A |
2 |
| 531 |
Test Method For Combining Aggregate Gradations |
2 |
| 532 |
Aggregate Proportioning Guide for PC Concrete Pavement |
2 |
| 532aa |
Appendix A |
2 |
| 534 |
Mobile Mixer Inspection |
2 |
| 534aa |
Appendix A |
2 |
| 535 |
PCC Plant Monitor |
2 |
| 535aa |
Appendix A |
2 |
| 535ab |
Appendix B |
2 |
| 535ac |
Appendix C |
2 |
| 557 |
Qualification of Steel Fabrication Shops & Plants |
3 |
| 557aa |
Appendix A |
3 |
| 557ab |
Appendix B |
3 |
| 557ac |
Appendix C |
3 |
| 557ad |
Appendix D |
3 |
| 557ae |
Appendix E |
3 |
| 557af |
Appendix F |
3 |
| 557ag |
Appendix G |
3 |
| 558 |
Structural Field Wielding & Inspection |
3 |
| 558aa |
Appendix A |
3 |
| 558ab |
Appendix B |
3 |
| 559 |
Qualification Tests for Shop Welding |
3 |
| 560 |
Qualification Tests for Field Welders |
3 |
| 561 |
Shop Welding Inspection |
3 |
| 562 |
Steel Fabrication Shop Materials Inspection |
3 |
| 563 |
Steel Fabrication Plant Shop Inspection |
3 |
| 563aa |
Appendix A |
3 |
| 563ab |
Appendix B |
3 |
| 564 |
Steel Fabrication Shop Design Inspection |
3 |
| 565 |
Steel Fabrication Shop Documentation |
3 |
| 566 |
Aluminum Welding |
3 |
| 567 |
Painting Inspection |
3 |
| 568 |
Paint Shop Approval |
3 |
| 568aa |
Appendix A |
3 |
| 568ab |
Appendix B |
3 |
| 568ac |
Appendix C |
3 |
| 568ad |
Appendix D |
3 |
| 568ae |
Appendix E |
3 |
| 568af |
Appendix F |
3 |
| 570 |
Precast & Prestressed Concrete Bridge Units |
1 |
| 570aa |
Appendix A |
1 |
| 570ab |
Appendix B |
1 |
| 570ad |
Appendix D |
1 |
| 570ae |
Appendix E |
1 |
| 570af |
Appendix F |
1 |
| 570ag |
Appendix G |
1 |
| 570ah |
Appendix H |
1 |
| 570LRFD |
Precast & Prestressed Concrete Bridge Units |
1 |
| 570LRFDaa |
Appendix A |
1 |
| 570LRFDab |
Appendix B |
1 |
| 570LRFDad |
Appendix D |
1 |
| 570LRFDae |
Appendix E |
1 |
| 570LRFDaf |
Appendix F |
1 |
| 570LRFDag |
Appendix G |
1 |
|
570LRFDah |
Appendix H |
1 |
| 571 |
Plants for Production of Precast Concrete Barrier |
1 |
| 571aa |
Appendix A |
1 |
| T101M |
Aggregate Delivery Conversion Table (Metric Units) |
2 |
| T101C |
Aggregate Delivery Conversion Table (Customary Units) |
2 |
| T102M |
Temperature Volume Corrections for Asphaltic Materials (Metric
Units) |
2 |
| T102C |
Temperature Volume Corrections for Asphaltic Materials (Customary
Units) |
2 |
| T103M |
Temperature Volume Corrections for Asphaltic Materials (Metric
Units) |
2 |
| T103C |
Temperature Volume Corrections for Asphaltic Materials (Customary
Units) |
2 |
| T104 |
Gauging Table for Horizontal Cylindrical Tanks |
2 |
| T105 |
Outage of Horizontal Cylindrical Tanks |
2 |
| T108 |
Table C1 Temperature Volume Corrections For Emulsified Asphalt |
2 |
| T108A |
Temperature Volume Corrections for Diluted Emulsified Asphalt |
2 |
| T203 |
General Aggregate Source Information |
4 |
| T214A |
Reciprocals for Batch Weight Calculations |
2 |
| T215A |
W-W1 Table for Pycnometer Moisture Determination |
2 |