asphalt specification passing aashto t 164 80

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2 S T A T E O F T E N N E S S E E - TN.gov

cement content as required. Shingle asphalt binder content shall be determined by AASHTO T-164 Method A, with a minimum sample size of 500 grams. The Contractor shall determine the gradation and asphalt content of the recycled material at the beginning of a project and every 2,000 tons (2,000 metric tons) of recycled material used thereafter.

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Item 20 ASPHALT PAVEMENT MATERIALS

Passing the #4 Fine Aggregate Angularity, CP-L 5113 Method A or AASHTO T 304 (Does not apply to RAP aggregate) 45% Min Two Fractured Faces, ASTM D 5821 SG Mixtures Top and Middle Lifts Bottom Lifts SMA Mixtures 90% Min. 80% Min. 70% Min. 100% required Flat and Elongated (Ratio 5:1) %, AASHTO M 283 10% Max. Sand Equivalent.

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SUBCOMMITTEE ON MATERIALS

3. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) 4. AASHTO T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures 5. AASHTO T 287, Asphalt Binder Content of Asphalt Mixtures by the Nuclear Method 6. AASHTO T 305, Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures 7.

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item 9 hot mix asphal t pavement - BidNet

These specifications include general requirements applicable to all types of plant mixed hot mix asphalt pavements (HMAP). (Percent by Weight Passing Square Mesh Sieves, AASHTO T 11 & T 27) Voids Filled with Asphalt, %, MS-2. 70-80. 65-78. Lottman, Tensile Strength Ratio, CP-L 5120 or AASHTO T 164 or.

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Standard Methods and Practices - Idaho Transportation

2017. 3. 8. — AASHTO T 176 (19). Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent. Test. 570.02 ASPHALT I & II. 1. AASHTO R 

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Tennessee Department of Transportation

1. AASHTO T-59, Residue by Evaporation 2. AASHTO T-59, Residue by Distillation 3. AASHTO T-59, Sieve Test 4. AASHTO T-59, 24 Hour Storage Stability Test 5. AASHTO T-59, Saybolt Viscosity 6. AASHTO T-51, Ductility Test 7. AASHTO T-49, Penetration Test . Supplier laboratories that conduct quality control testing must have equipment to

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Asphalt Binder Extraction Protocol for Determining Amount

statement of AASHTO T 164 and similar to the variability for centrifuge testing. Reflux • Within-lab and between-lab variability for this test procedure were developed with test results from two labs only. The results show higher variability than the centrifuge and asphalt analyzer but were still within AASHTO T 164 precision statement.

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AASHTO T 164 - IHS Markit Standards Store

AASHTO T 164 : Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) US$69.00 · ‎재고 없음 누락된 검색어: passing ‎| 다음 정보가 포함되어야 합니다. passing

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Chapter 6 - Asphaltic Concrete Construction - 2017 Standard

(aashto t 304 method a) 611. 6.02 i flat and elongated particles* (astm d 4791) 612. 6.02 j sand equivalent criteria (aashto t 176) 612. 6.02 k gradation control points. for 0.500 (½) inch nominal size 613. 6.02 l gradation control points for spr 613. 6.02 m gradation control points for slx 613. 6.02 n asphaltic concrete production tolerances 614

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Asphalt Paving Specifications - El Paso County Public Works

AASHTO designates American Association of State Highway and Transportation Officials 2 Testing procedures. Tests are for the combined or blended samples3. TABLE 2.02 - AGGREGATE MASTER RANGE FOR ASPHALT PAVEMENT MAT ERIAL MIXTURES . Sieve Size Percent by Weight Passing Square Mesh Sieves Grading S Grading SX Grading ST 1" 100

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国际标准信息查询网: AASHTO M 164 - Blogger

AASHTO T 152 Standard Method of Test for Air Content of Freshly Mixed Concrete by the Pressure Method-ASTM Designation: C 231-03 AASHTO T 164 Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot-Mix Asphalt (HMA)-ASTM Designation: D 2172-01 AASHTO T 21

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HOT MIX ASPHALT TESTING TECHNICIAN Course ... - cttp

AASHTO M 323. • ARDOT Specifications. Field Testing (QC/QA). • Determines compliance with ARDOT specifications based on the approved mix design.

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3139) GRADED AGGREGATE FOR BITUMINOUS MIXTURES

If using Class B carbonate materials ensure the portion of the insoluble residue passing the No. 200 [75 µm] sieve is no greater than 10 percent. D Gradation Ensure the aggregate gradation broad bands meet the following requirements in accordance with AASHTO T-11 (passing the No. 200 [75 µm] wash) and AASHTO T-27. Table 3139-2

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PDF DOUBLE CHIP SEAL SPECIFICATION DESCRIPTION double

Oil Distillate by Volume of Emulsion, % 3.0 AASHTO T 59 Residue, % 65 AASHTO T 59 Tests on Residue (b) Penetration, 25 oC, 100g , 5s, dmm 70 150 ASTM D 5 Solubility in Trichloroethylene, % (c) 97.5 ASTM D 2042 Toughness, in-lb 70 ASTM D 5801 Tenacity, in-lb 45 ASTM D 5801 The specification for CRS-2P is in accordance with the material

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DIVISION 400 – ASPHALT PAVEMENTS

accordance with AASHTO T 305. Dense graded mixture shall be tested for moisture 100 susceptibility in accordance with AASHTO T 283 except that the loose mixture curing shall be replaced by mixture conditioning for 4 h in accordance with AASHTO R 30. The minimum tensile strength ratio, TSR, shall be 80%. The 6 in. mixture specimens shall be

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CREATING A PERFORMANCE-BASED ASPHALT MIX ... - Core

9- Aggregate Gradations (Percent Passing by Dry Weight of Aggregates) . used to develop the Plant Mix Oil Sand Asphalt (PMOSA) Specification. chemical extraction method (AASHTO T 164) done by an independent laboratory, Garco 80. 90. 100. Percent Passing. Sieve Size (mm). (plotted on a 0.45 scale). Oil Sand 

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Chapter 6 - Asphaltic Concrete Construction - 2017

of AASHTO M 81, Cut-Back Asphalt (Rapid-Curing Type). This Specification covers liquid petroleum products, produced by fluxing an asphaltic base with suitable petroleum distillates. 2. Emulsified Asphalts . Emulsified asphalts shall conform to the following Specifications: ASTM Designation D 977 - Standard Spec. for Emulsified Asphalts

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Hot Mix Asphalt Plant Technician Field Manual - TN.gov

Sampling Bituminous Paving Mixtures. 80. T-209. Theoretical Maximum Specific 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or If the applicable specification requires that the amount passing the 75-μm (No. T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA).

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SECTION 400 – ASPHALT PAVEMENTS SECTION 401

with AASHTO T 283 except that the loose mixture curing shall be replaced by mixture conditioning for 2 h in accordance with AASHTO R 30. The minimum tensile strength ratio, TSR, shall be 80%. The 6 in. (150 mm) mixture specimens shall be compacted in accordance with AASHTO T …

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SECTION 401 - PLANT PRODUCTION

NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS of May 4, 2006 217 Section 400 HOT MIX ASPHALT SECTION 401 - PLANT PRODUCTION 401-1 DESCRIPTION. The contractor is responsible for Quality Control (QC). QC is defined as all production of these mixtures that meets the AASHTO MP1 - Standard Specification for Performance-

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AASHTO - M 85 - Standard Specification for Portland Cement

T 106M/T 106 - Standard Method of Test for Compressive Strength of Hydraulic Cement Mortar (Using 50-mm or 2-in. Cube Specimens) Published by AASHTO on January 1, 2018 This test method covers determination of the compressive strength of hydraulic cement mortar using 50-mm (or 2-in.) cube specimens (see Note 1).

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city of edmond standard specifications for construction

requirements of AASHTO M 80, Class A, except as modified by these B. Earth. Earth used in curing concrete pavement shall be reasonably free of roots, sticks 

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401.02.22 - WV Department of Transportation - WV.gov

T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA). ▫ T 166, Bulk MS-2 Manual, Mix Design Methods for Asphalt Concrete and Other Hot-Mix Stability and Flow: AASHTO T 245 or ASTM D 5581 as applicable. The percent passing each sieve contained in Table 401.4.2A, from one sieve larger.

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PDF Daily Paving Worksheets - North Dakota Department of

Specification 4.75 61 73 Date Received Date Sampled AASHTO T-27 Tested By: Sampled From Submitted By Non-Cum. Ret. Spec. Min. Max FF=Percentage of particles with fractured 2.36 242.4 28.8 faces 2.00 0.0 28.8 WF = Weight of fractured particles 1.18 154.7 47.1 600μm 137.2 63.4 15-35 17 27 WQ = Weight of questionable fractured 425μm 0.0 63.4

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20150306 Addendum 2-Godding Hollow Widening and

2015. 3. 6. — functional fire hydrant that conforms to CWCWD specifications. 80. No. 200. 0 to 15. 2. Material passing a No. 40 sieve shall have a liquid limit B. Control of RAP Asphalt Binder Content (AASHTO T-164, Method A or B).

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