aashto dt 209 90

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  • IMPLEMENTATION OF A STATISTICALLY BASED QUALITY , | saber más

    Bitumen AHD 319 AASHTO T Loaded AHD 354 4/day 4/day Content 168 & AHD Truck 210-90 2 Maximum 8 lb AASHTO T Loaded AASHTO T 209 * 4 on day one of * 4 on day one of Specific (4 Kg) 168 & AHD Truck process start-up and process start-up and Gravi ty 21 0-9Q__ ~_ _____ 2!day thereafter 2!day thereafter 3...

  • POLICY MEMORANDUM - Illinois Department of , | saber más

    This Policy Memorandum supersedes number 21-080 dated January 1, 2008 , AASHTO T 209 (IL) , AASHTO T 90 Determining the Plastic Limit and Plasticity Index of Soils AASHTO T 99 (IL) Moisture-Density Relations of Soils Using a 25-kg (55-lb)...

  • 2014 HMA Mix Design Requirements - INgov | saber más

    The moisture susceptibility requirements of AASHTO T 283 do not apply 7 Fine aggregate angularity determination does not apply , determined in accordance with AASHTO T 90 6 Mineral filler shall consist of dust produced by stone, portland cement, or other , is required by AASHTO T 209, this procedure shall be designated on the DMF...

  • APPENDIX I PROCEDURES FOR THE DETERMINATION OF HMA , | saber más

    AASHTO T 209 Sections with modifications are indexed to the AASHTO T 209-10 standard; however, these modifications will apply to all future versions of AASHTO T 209 unless otherwise modified in an official change to Bulletin 27): Section 623 Vacuum Bowl - ,...

  • SECTION 401 - nhgov | saber más

    Moisture susceptibility according to AASHTO T-283 Along with the design information, Materials & Research (M&R) requires 2 quarts of the designated asphalt binder, 4 preblended aggregate specimens for gyratory and 2 preblended aggregate specimens, suitable for AASHTO T-209 when mixed with the appropriate asphalt, in order to verify the design...

  • Theoretical Maximum Specific Gravity and Density of , | saber más

    Theoretical Maximum Specific Gravity and Density of Hot-Mix Asphalt Paving Mixtures AASHTO Designation: T 209-05 1 SCOPE 11 This test method covers the determination of the theoretical maximum specific gravity and density of uncompacted hot-mix asphalt paving mixtures at 25°C (77°F)...

  • CHAPTER 7 TESTING OF ASPHALT CONCRETE MIXTURES | saber más

    CHAPTER 7 TESTING OF ASPHALT CONCRETE MIXTURES Asphalt Testing This section will deal with the methods of determining asphalt concrete properties by laboratory testing In a hot-mix asphalt (HMA) paving mixture, asphalt and aggregate are blended together in precise proportions The relative proportions of these materials...

  • IN-PLACE DENSITY OF ASPHALT MIXTURES USING THE , | saber más

    IN-PLACE DENSITY OF ASPHALT MIXTURES USING THE NUCLEAR MOISTURE-DENSITY GAUGE FOP FOR AASHTO T 355 , 4 Rotate the gauge 90 degrees centered over the original footprint Mark the outline or , From the FOP for AASHTO T 209: G mm = 2466...

  • Aashto Dt 209 90 - royalrajasthanonwheelscoin | saber más

    aashto dt 209 90 spetechco aashto dt 209 90 Jual Harga Alat Theodolite Topcon Dt 209 Di Jakarta 90 Jual Doc Ayam Philipin 10000 / Ekor Jember Kab 91 Topcon DT209 Waterproof and Dustproof Digital Theodolit Totalstationstore Topcon DT209 Waterproof and Dustproof Digital Theodolit...

  • POLICY MEMORANDUM - Illinois Department of , | saber más

    This Policy Memorandum supersedes number 21-080 dated January 1, 2008 , AASHTO T 209 (IL) , AASHTO T 90 Determining the Plastic Limit and Plasticity Index of Soils AASHTO T 99 (IL) Moisture-Density Relations of Soils Using a 25-kg (55-lb)...

  • Standard Test Method for Theoretical Maximum Specific , | saber más

    1 Scope 11 This test method covers the determination of the theoretical maximum specific gravity and density of uncompacted bituminous paving mixtures at 25 ° C [77 ° F] 12 The values stated in either SI units or inch-pound units are to be regarded separately as standard...

  • OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL , | saber más

    from each AASHTO T 209 test Calculate the value by multiplying the aggregate Effective Specific Gravity (Gse) calculated from the latest AASHTO T 209 test by the aggregate Bulk Specific Gravity (Gsb) from the design Afterwards, divide the product by the aggregate Gse from the design b VFA is defined as the percentage of VMA containing ....

  • Standard Test Method for Theoretical Maximum Specific , | saber más

    D2041 / D2041M-11 Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures density~ specific gravity~ pavements~ bituminous mixtures~...

  • SECTION 401 DIVISION 400 PAVEMENTS - NHgov | saber más

    (g) Moisture susceptibility according to AASHTO T 283 Along with the design information, Materials & Research (M&R) requires 2 quarts of the designated asphalt binder, 4 preblended aggregate specimens for gyratory and 2 preblended aggregate specimens, suitable for AASHTO T-209 when mixed...

  • OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL , | saber más

    $ 85/80 $ 95/90 $ 98/95 $ 98/95 $ 98/95 $ 85/80 $ 98/95 $ 85/80 Aggregate Durability , A Asphalt Mix Design and Initial Job-Mix Formula , from each AASHTO T 209 test Calculate the value by multiplying the aggregate Effective Specific Gravity (Gse) ....

  • NCHRP - Transportation Research Board | saber más

    20-07/Task 391 Energy Criteria for Maintaining Fully Animated Particles of Loose Asphalt in AASHTO T 209 Testing 20-07/Task 392 Plan for an AASHTO Operations Guide 20-07/Task 394 Development of Performance-Based Geometric Design Content for the Next Edition of the AASHTO Green Book...

  • FOP AASHTO T 30 - WAQTC | saber más

    ASPHALT WAQTC FOP AASHTO T 30 (15) 47_T30_short_15_errata Asphalt 18-3 Pub October 2015 TABLE 1 Maximum Allowable Mass of Material Retained on a Sieve, g Nominal Sieve Size, mm (in) Exact size is smaller (see AASHTO T 27)...

  • AASHTO T324-11 - PDF Free Download - edocsite | saber más

    T 209, Theoretical Maximum Specific Gravity and Density of Hot Mix Asphalt (HMA) , not the screen) is 4090 mm (16 in) or greater for an individual specimen Note that the screen readout subtracts the initial LVDT reading from the total displacement 897 , -4 -6 m m -8 , h t p-10 e D t u-12 R Number of Passes to Stripping Inflection ....

  • IMPORTANT INFORMATION - Nutritionista | saber más

    Training & Certification Program Administered by Oklahoma State University College of Engineering, Architecture, and Technology , AASHTO T 209 AASHTO T 312 AASHTO R 47 OHD L-5 OHD L-14 OHD L-26 , AASHTO T 283 ASTM D 4791 OHD L-44 Random Sampling AASHTO R 90 AASHTO T 22 AASHTO T 23 AASHTO T 119 AASHTO T 121 AASHTO R 60 ....

  • SECTION 401 - nhgov | saber más

    SECTION 401 -140- 2006 NHDOT STANDARD SPECIFICATIONS , wear as determined by AASHTO T 96 of not more than 45 percent unless otherwise specified by contract item In each stockpile, not less than 50 percent by weight of the particles retained on the No 4 (475 , suitable for AASHTO T-209 when mixed with the appropriate asphalt, in order to ....

  • METHOD OF TEST FOR HAMBURG WHEEL-TRACK TESTING , | saber más

    Part 8 - Materials Manual April 2015 Hamburg Wheel-Track Testing 990 - Page 2 of 6 Note 1: If cooking spray is used as a release agent during the compaction process, use a thin coating and wipe off excess 990030601 Determine the mass of mixed HMA necessary to achieve a slab with the target air voids listed above, when compacted, using the formula below...

  • FIELD MANUAL For HOT MIX ASPHALT (HMA) | saber más

    FIELD MANUAL For HOT MIX ASPHALT (HMA) MATERIALS DIVISION Rev February 5, 2007 Rev February 5, 2007 2 TABLE OF CONTENTS , AASHTO T 90 Determining the Plastic Limit and Plasticity Index of Soils , AASHTO T 209 Theoretical Maximum Specific Gravity and Density of...

  • Materials Testing Laboratory 15700 E 32 Avenue (303)326 , | saber más

    Maximum Specific Gravity, AASHTO T 209 2545 Total Air Voids In Mix 30 36 50 Voids In Mineral Aggregate (VMA) 123 135 147 Hveem Stability 28 N/A OK Voids Filled With Asphalt (%) 65 734 78 Lottman Test (AASHTO T 283) OK 90 Dry Tensile Strength (psi) OK 106 Fine Aggregate Angularity OK 46 Two Fractured Faces 80 92 L A Abrasion OK 18...

  • AASHTO T 209 - THEORETICAL MAXIMUM SPECIFIC GRAVITY , | saber más

    2/13/2015 Revised _____ ND T 209 _____ ND T 209 Page 1 of 4 ND T 209 - THEORETICAL MAXIMUM SPECIFIC GRAVITY AND DENSITY OF HOT MIX ASPHALT Conduct this procedure according to ND T 209 The AASHTO standard test procedure specifies flasks are agitated for 15 ± 2...

  • T 2 has been changed to R 90 based on the latest AASHTO revision TM 229 (Determination of Flat and Elongated Material in Coarse Aggregates) - The reference to sampling T 2 has been changed to R 90 based on the latest AASHTO revision...

  • AND RELATED ACTIVITIES PERFORMED FOR WISDOT , | saber más

    C Plasticity (AASHTO T 90); using AASHTO T 146, Method A for prep of P-4 D Coarse Aggregate Specific Gravity & Absorption (AASHTO T 85) E Fine Aggregate Specific Gravity & Absorption (AASHTO T 84) The laboratory must also meet at least one of the following requirements:...

  • Hot Mix Asphalt Pavement - Denver | saber más

    90% Min 80% Min 70% Min required LA Abrasion, AASHTO T 96 , Control of RAP Gradation (CP31 or AASHTO T-30): Minimum Testing Frequency: 1/1,000 tons of processed RAP material (minimum 3 tests) for recent production of the mix type , Hot Mix Asphalt Pavement...

  • Evaluation of Models for Predicting (Total) Creep of , | saber más

    microstrain at 97 days, at a five percent significant level It is recommended that the CEB 90 model be used in the AASHTO LRFD rather than the ACI 209 model to improve the prediction of prestress loss...

  • Standard Specifications for Highways and Structures 2013 | saber más

    STANDARD SPECIFICATIONS FOR HIGHWAYS AND STRUCTURES 2013 DISTRICT OF COLUMBIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS , These Standard Specifications for Highways and Structures are standard for all District Department of , 10908 ACCEPTANCE AND FINAL PAYMENT 90 DIVISION 200 EARTHWORK AND EXCAVATION 91...

  • FIELD MANUAL For HOT MIX ASPHALT (HMA) | saber más

    FIELD MANUAL For HOT MIX ASPHALT (HMA) MATERIALS DIVISION Rev February 5, 2007 Rev February 5, 2007 2 TABLE OF CONTENTS , AASHTO T 90 Determining the Plastic Limit and Plasticity Index of Soils , AASHTO T 209 Theoretical Maximum Specific Gravity and Density of...