Popular Standards |
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AASHTO M 32M/M 32 | STANDARD METHOD OF TEST FOR STEEL WIRE, PLAIN, FOR CONCRETE REINFORCEMENT (SAME AS ASTM A 82/A 82M) |
AASHTO M 33 | STANDARD SPECIFICATION FOR PREFORMED EXPANSION JOINT FILLER FOR CONCRETE (BITUMINOUS TYPE) (SAME AS ASTM D 994) |
AASHTO M 36 | STANDARD SPECIFICATION FOR CORRUGATED STEEL PIPE, METALLIC-COATED,FOR SEWERS AND DRAINS (SAME AS ASTM A 760/A 760M) |
AASHTO M 43 | STANDARD SPECIFICATION FOR SIZES OF AGGREGATE FOR ROAD AND BRIDGE CONSTRUCTION (SAME AS ASTM D 448) |
AASHTO M 45 | STANDARD SPECIFICATION FOR AGGREGATE FOR MASONRY MORTAR (SAME AS ASTM C 144) |
AASHTO M 54M/M 54 | STANDARD SPECIFICATION FOR WELDED DEFORMED STEEL BAR MATS FOR CONCRETE REINFORCEMENT (SAME AS ASTM A 184/A 184M) |
AASHTO M 55M/M 55 | STANDARD METHOD OF TEST FOR STEEL WELDED WIRE REINFORCEMENT, PLAIN, FOR CONCRETE (SAME AS ASTM A 185/A 185M) |
AASHTO M 57 | STANDARD SPECIFICATION FOR MATERIALS FOR EMBANKMENTS AND SUBGRADES |
AASHTO M 6 | STANDARD SPECIFICATION FOR FINE AGGREGATE FOR PORTLAND CEMET CONCRETE |
AASHTO M 69 | STANDARD SPECIFICATION FOR ALUMINUM PAINT (ELECTRONIC FORMAT ONLY) |
AASHTO M 80 | STANDARD SPECIFICATION FOR COARSE AGGREGATE FOR PORTLAND CEMENT CONCRETE |
AASHTO M 81 | STANDARD SPECIFICATION FOR CUTBACK ASPHALT (RAPID-CURING TYPE) |
AASHTO M 82 | STANDARD SPECIFICATION FOR CUTBACK ASPHALT (MEDIUM-CURING TYPE) |
AASHTO M 85 | STANDARD SPECIFICATION FOR PORTLAND CEMENT (SAME AS ASTM C 150) |
AASHTO M 86M/M 86 | STANDARD SPECIFICATION FOR NONREINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE (SAME AS ASTM C 14M & ASTM C 14) |
AASHTO M 91 | STANDARD SPECIFICATION FOR SEWER AND MANHOLE BRICK (MADE FROM CLAYOR SHALE) (SAME AS ASTM C 32) |
AASHTO M 92 | STANDARD SPECIFICATION FOR WIRE-CLOTH SIEVES FOR TESTING PURPOSES (SAME AS ASTM E 11) |
AASHTO MAPH | HOT-MIX ASPHALT PAVING HANDBOOK |
AASHTO MBI | MOVABLE BRIDGE INSPECTION, EVALUATION, AND MAINTENANCE MANUAL |
AASHTO MCEB | MANUAL FOR CONDITION ELEVATION OF BRIDGES |
AASHTO MDM | MODEL DRAINAGE MANUAL (U.S. AND SI UNITS) |
AASHTO MDM CD | MODEL DRAINAGE MANUAL (U.S. AND SI UNITS) |
AASHTO MDM SI | MODEL DRAINAGE MANUAL, NETRIC EDITION |
AASHTO MHB | STANDARD SPECIFICATIONS FOR MOVABLE HIGHWAY BRIDGES |
AASHTO MIB | MANUAL FOR MAINTENANCE INSPECTION OF BRIDGES |
AASHTO MLCW | MIDWEST LOCAL CONSULTATION WORKSHOP REPORT OF A WORKSHOP ON NON-METROPOLITAN LOCAL CONSULTATION FOR THE 9 MIDWESTERN U.S. STATES |
AASHTO MM | AASHTO MAINTENANCE MANUAL: THE MAINTENANCE & MANAGEMENT OF ROADWAYS AND BRIDGES |
AASHTO MM 1 | AASHTO MAINTENANCE MANUAL |
AASHTO MM 2 | AASHTO MAINTENANCE MANUAL |
AASHTO MMS | GUIDELINES FOR MAINTENANCE MANAGEMENT SYSTEMS |
AASHTO MP 11 | STANDARD EQUIPMENT SPECIFICATION FOR INERTIAL PROFILER |
AASHTO MP 13M/MP 13 | STANDARD SPECIFICATION FOR STAINLESS CLAD DEFORMED AND PLAIN ROUNDSTEEL BARS FOR CONCRETE REINFORCEMENT |
AASHTO MP 15 | STANDARD SPECIFICATION FOR USE OF RECLAIMED ASPHALT SHINGLE AS AN ADDITIVE IN HOT-MIX ASPHALT |
AASHTO MP 16 | STANDARD SPECIFICATION FOR RECLAIMED CONCRETE AGGREGATE FOR USE AS COARSE AGGREGATE IN HYDRAULIC CEMENT CONCRETE |
AASHTO MP 17 | PAVEMENT RIDE QUALITY WHEN MEASURED USING INERTIAL PROFILING SYSTEMS |
AASHTO MP 8 | STANDARD SPECIFICATION FOR STONE MATRIX ASPHALT (SMA) |
AASHTO MPAS-1 | MEASURING PERFORMANCE AMONG STATE DOTS |
AASHTO MSD | MAINTAINING STRATEGIC DIRECTION FOR PROTECTING AMERICA'S TRANSPORTATION SYSTEM |
AASHTO MSI | MANUAL ON SUBSURFACE INVESTIGATIONS |
AASHTO MUTCD | MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES |
AASHTO MUTCD CD | MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CD-ROM |
AASHTO NMDH | NTPEP MODEL DEPLOYMENT HANDBOOK |
AASHTO NTPEP 101 | SUMMARY OF RESULTS OF 1993 FIELD AND LABORATORY EVALUATIONS OF PAVEMENT MARKING MATERIAL. VOLUME 1. REPORT 94 |
AASHTO NTPEP 102 | SUMMARY OF RESULTS OF 1993 FIELD AND LABORATORY EVALUATIONS OF PAVEMENT MARKING MATERIAL. VOLUME 2. REPORT 94 |
AASHTO NTPEP 103 | MISCELLANEOUS TRAFFIC CONTROL DEVICES FINAL REPORT PLASTIC BARRELS AND FLEXIBLE DELINEATOR POST |
AASHTO NTPEP 104 | FINAL REPORT OF 1991 TEST DECK LABORATORY AND 3 YEARS EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL. REPORT 94 |
AASHTO NTPEP 105 | REPORT OF 1992 TEST DECK LABORATORY AND 2 YEARS EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL. REPORT 94 |
AASHTO NTPEP 106 | INTERIM REPORT OF 1993 TEST DECK LABORATORY AND 1 YEAR EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL. REPORT 94 |
AASHTO NTPEP 107 | FINAL REPORT OF 1992 PAVEMENT MARKERS AND ADHESIVES AND INTERIM REPORT OF 1993 PAVEMENT MARKERS. REPORT 94 |
AASHTO NTPEP 108 | PAVEMENT MARKING MATERIAL FIELD EVALUATIONS, VOL. 1 |
AASHTO NTPEP 109 | PAVEMENT MARKING MATERIAL LABORATORY EVALUATIONS, VOL. 2 |
AASHTO NTPEP 110 | FLEXIBLE DELINEATOR POST |
AASHTO NTPEP 111 | 3 YEARS EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL |
AASHTO NTPEP 112 | 2 YEARS EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL |
AASHTO NTPEP 113 | 1 YEAR EXPOSURE TEST DATA ON SIGN SHEETING MATERIAL |
AASHTO NTPEP 114 | TEMPORARY PAVEMENT MARKERS |
AASHTO NTPEP 115 | RAISED PAVEMENT MARKERS |
AASHTO NTPEP 116 | FLEXIBLE DELINEATOR POSTS AND PLASTIC BARRELS |
AASHTO OTS | OPTIMIZING THE SYSTEM |
AASHTO PA | POROUS ASPHALT, 1993 |
AASHTO PAR | PROTECTING AMERICA'S ROADS, BRIDGES, AND TUNNELS: THE ROLE OF STATE DOTS IN HOMELAND SECURITY |
AASHTO PBHP-1 | A PRIMER ON PERFORMANCE-BASED HIGHWAY PROGRAM MANAGEMENT |
AASHTO PDDX | PAVEMENT DEFLECTION DATA EXCHANGE: TECHNICAL DATA GUIDE |
AASHTO PG01 | MAINTAINING A PROJECT FILE AND PREPARING AN ADMINISTRATIVE RECORD FOR A NEPA STUDY |
AASHTO PG02 | RESPONDING TO COMMENTS ON AN ENVIRONMENTAL IMPACT STATEMENT |
AASHTO PG03 | MANAGING THE NEPA PROCESS FOR TOLL LANES AND TOLL ROADS |
AASHTO PG04 | TRACKING COMPLIANCE WITH ENVIRONMENTAL COMMITMENTS / USE OF ENVIRONMENTAL MONITORS |
AASHTO PG05 | UTILIZING COMMUNITY ADVISORY COMMITTEES FOR NEPA STUDIES |
AASHTO PG06 | CONSULTING UNDER SECTION 106 OF THE NATIONAL HISTORIC PRESERVATION ACT |
AASHTO PG07 | DEFINING THE PURPOSE AND NEED AND DETERMINING THE RANGE OF ALTERNATIVES FOR TRANSPORTATION PROJECTS |
AASHTO PG08 | DEVELOPING AND IMPLEMENTING AN ENVIRONMENTAL MANAGEMENT SYSTEM IN A STATE DEPARTMENT OF TRANSPORTATION (DOT) |
AASHTO PG09 | USING THE SAFETEA-LU ENVIRONMENTAL REVIEW PROCESS (23 U.S.C SECTION 139) |
AASHTO PG10-1 | USING THE TRANSPORTATION PLANNING PROCESS TO SUPPORT THE NEPA PROCESS |
AASHTO PMG | PAVEMENT MANAGEMENT GUIDE |
AASHTO PMS | AASHTO GUIDELINES ON PAVEMENT MANAGEMENT SYSTEMS |
AASHTO PP 34 | STANDARD PRACTICE FOR ESTIMATING THE CRACKING TENDENCY OF CONCRETE |
AASHTO PP 38 | STANDARD PRACTICE FOR DETERMINING MAXIMUM RUT DEPTH IN ASPHALT PAVEMENTS |
AASHTO PP 41 | STANDARD PRACTICE FOR DESIGNING STONE MATRIX ASPHALT (SMA) |
AASHTO PP 42 | STANDARD PRACTICE FOR DETERMINATION OF LOW-TEMPERATURE PERFORMANCE GRADE (PG) OF ASPHALT BINDERS |
AASHTO PP 45 | STANDARD RECOMMENDED PROCEDURE FOR QUALIFICATION OF DEFORMED AND PLAIN STEEL BAR PRODUCING MILLS |
AASHTO PP 49 | STANDARD PRACTICE FOR CERTIFICATION OF INERTIA PROFILING SYSTEMS |
AASHTO PP 50 | STANDARD PRACTICE FOR OPERATING INERTIAL PROFILERS AND EVALUATING PAVEMENT PROFILES |
AASHTO PP48 | STANDARD PRACTICE FOR EVALUATION OF THE SUPERPAVE GYRATORY COMPACTOR INTERNAL ANGLE OF GYRATION, SINGLE USER DIGITAL PUBLICATION |
AASHTO PP53 | DESIGN CONSIDERATIONS WHEN USING RECLAIMED ASPHALT SHINGLES IN NEW HOT-MIX ASPHALT |
AASHTO PS | AASHTO PROVISIONAL STANDARDS (ALSO SEE AASHTO HM ELECTRONIC FOR ELECTRONIC ORDER OF PS) |
AASHTO PSOS | GUIDE FOR PROTECTIVE SCREENING OF OVERPASS STRUCTURES |
AASHTO PVE | TEA-21 IMPACTS OF DELAY: $2.1 BILLION IN PROJECTS DELAYED 90,000 JOBS LOST; STATES SEE JOBS, PROJECTS, PROGRESS IN JEOPARDY |
AASHTO QA | QUALITY ASSURANCE GUIDE SPECIFICATION |
AASHTO QCA | QUALITY CONTROL/QUALITY ASSURANCE SPECIFICATION AND IMPLEMENTATIONGUIDE |
AASHTO QIPE | GUIDE TO QUALITY IN PRECONSTRUCTION ENGINEERING |
AASHTO R | ALL AASHTO R'S CONTAINED IN AASHTO HM |
AASHTO R 1 | STANDARD RECOMMENDED PRACTICE FOR USE OF THE INTERNATIONAL SYSTEM OF UNITS |
AASHTO R 10 | STANDARD RECOMMENDED PRACTICE FOR DEFINITION OF TERMS RELATED TO QUALITY AND STATISTICS AS USED IN HIGHWAY CONSTRUCTION |
AASHTO R 11 | STANDARD RECOMMENDED PRACTICE FOR INDICATING WHICH PLACES OF FIGURES ARE TO BE CONSIDERED SIGNIFICANT IN SPECIFIED LIMITING VALUES (SAME AS ASTM E 29-04) |
AASHTO R 12 | STANDARD RECOMMENDED PRACTICE FOR BITUMINOUS MIXTURE DESIGN USING THE MARSHALL AND HVEEM PROCEDURES |
AASHTO R 13 | STANDARD RECOMMENDED PRACTICE FOR CONDUCTING GEOTECHNICAL SUBSURFACE INVESTIGATIONS (SAME AS ASTM D 420-98) |
AASHTO R 14 | STANDARD RECOMMENDED PRACTICE FOR CLASSIFYING HOT-MIX RECYCLING AGENTS (SAME AS ASTM D 4552-92 (1999)) |
AASHTO R 15 | STANDARD RECOMMENDED PRACTICE FOR ASPHALT ADDITIVES AND MODIFIERS |
AASHTO R 16 | STANDARD RECOMMENDED PRACTICE FOR REGULATORY INFORMATION FOR CHEMICALS USED IN AASHTO TESTS |
AASHTO R 18 | STANDARD RECOMMENDED PRACTICE FOR ESTABLISHING AND IMPLEMENTING A QUALITY SYSTEM FOR CONSTRUCTION MATERIALS TESTING LABORATORIES |
AASHTO R 20 | STANDARD RECOMMENDED PRACTICE FOR PROCEDURES FOR MEASURING HIGHWAY NOISE |
AASHTO R 21 | STANDARD RECOMMENDED PRACTICE FOR DRILLING FOR SUBSURFACE INVESTIGATIONS-UNEXPECTEDLY ENCOUNTERING SUSPECTED HAZARDOUS MATERIAL |
AASHTO R 22 | STANDARD RECOMMENDED PRACTICE FOR DECOMMISSIONING GEOTECHNICAL EXPLORATORY BOREHOLES |
AASHTO R 23 | STANDARD RECOMMENDED PRACTICE FOR CHEMICAL, BIOLOGICAL, AND PHYSICAL ANALYSIS OF WATER |
AASHTO R 24 | STANDARD RECOMMENDED PRACTICE FOR COLLECTION AND PRESERVATION OF WATER SAMPLES |
AASHTO R 25 | STANDARD RECOMMENDED PRACTICE FOR TECHNICIAN TRAINING AND QUALIFICATION PROGRAMS |
AASHTO R 26 | STANDARD RECOMMENDED PRACTICE FOR CERTIFYING SUPPLIERS OF PERFORMANCE-GRADED ASPHALT BINDERS |
AASHTO R 27 | STANDARD RECOMMENDED PRACTICE FOR ASSESSMENT OF CORROSION OF STEEL PILING FOR NON-MARINE APPLICATIONS |
AASHTO R 28 | STANDARD PRACTICE FOR ACCELERATED AGING OF ASPHALT BINDER USING A PRESSURIZED AGING VESSEL (PAV) |
AASHTO R 29 | STANDARD PRACTICE FOR GRADING OR VERIFYING THE PERFORMANCE GRADE OF AN ASPHALT BINDER |
AASHTO R 30 | STANDARD PRACTICE FOR MIXTURE CONDITIONING OF HOT-MIX ASPHALT (HMA) |
AASHTO R 31 | STANDARD PRACTICE FOR EVALUATION OF COATING SYSTEMS WITH ZINC-RICH PRIMERS |
AASHTO R 32 | STANDARD RECOMMENDED PRACTICE FOR CALIBRATING THE LOAD CELL AND DEFLECTION SENSORS FOR A FALLING WEIGHT DEFLECTOMETER |
AASHTO R 33 | STANDARD RECOMMENDED PRACTICE FOR CALIBRATING THE REFERENCE LOAD CELL USED FOR REFERENCE CALIBRATIONS FOR FALLING WEIGHT DEFLECTOMETER |
AASHTO R 34 | STANDARD RECOMMENDED PRACTICE FOR EVALUATING DEICING CHEMICALS |
AASHTO R 35 | STANDARD PRACTICE FOR SUPERPAVE VOLUMETRIC DESIGN FOR HOT-MIX ASPHALT (HMA) |
AASHTO R 36 | STANDARD PRACTICE FOR EVALUATING FAULTING OF CONCRETE PAVEMENTS |
AASHTO R 37 | STANDARD RECOMMENDED PRACTICE FOR APPLICATION OF GROUND PENETRATING RADAR (GPR) TO HIGHWAYS |
AASHTO R 38 | STANDARD PRACTICE FOR QUALITY ASSURANCE OF STANDARD MANUFACTURED MATERIALS |
AASHTO R 39 | STANDARD PRACTICE FOR MAKING AND CURING CONCRETE TEST SPECIMENS IN THE LABORATORY (SAME AS ASTM C 192/C 192M) |
AASHTO R 4 | STANDARD RECOMMENDED PRACTICE FOR STATISTICAL PROCEDURES |
AASHTO R 40 | STANDARD PRACTICE FOR MEASURING PAVEMENT PROFILE USING A ROD AND LEVEL
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