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 |