asphalt specification passing aashto t 164 80

asphalt specification passing aashto t 164 80

technical specification - the UNGM

The bituminous binder shall be penetration grade 80/100 bitumen cut-back with kerosene ... 164. 162. 150. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. --. 157. 154. 151. 148 ... shall be furnished with a sampling system complying with AASHTO T 40; ... The fine aggregate shall be defined as material passing the 2.36 mm sieve and ...

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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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SECTION M04 - Connecticut

After recovery of from the RAP by AASHTO T-170, the viscosity test results shall be reported when tested at 140° F (60° C) by AASHTO T-202. 4. Statement that RAP material has been crushed to 100% passing the ½ inch (12.5 millimeter) sieve and remains free from contaminants such as joint compound, wood, plastic, and metals.

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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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PDF Specifications for Bonded Wearing Course

AASHTO T104-94 18 max 12 max Flat and Elongated Ratio, % @ 5:1 ASTM D-4791 10 max % Crushed, single face ASTM D-5821 95 min % Crushed, two or more crushed faces ASTM D-5821 85 min Cleanliness (% passing 0.60 mm, (#30)) ASTM D-142 2 max Resistance to stripping* ASTM D-3625 80 min **

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Specifications – Patch n Pave Africa

The liquid asphalt component used shall be polymer modified PG 64-22 Patch-N-Pave blend and be capable of passing AASHTO T-182 as modified herein. AGGREGATE PERCENT PASSING

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KM C224e-20171102091412 - Asphalt Plus

the FRAP shall be the portion of the processed FRAP passing the No. 4 sieve from a Category 1 source. A Category 2 fine-FRAP source may be used in the mix design provided that a chemical extraction (Illinois Modified AASHTO T 164) of the FRAP is conducted, and the fine aggregate angularity (AASHTO T …

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TECHNICAL SPECIFICATION Lakeside ... - Special Asphalt

PERCENT TOTAL PASSING: Sieve ColdPatch Cold Mix 1/2 100 3/8 90-100 1/4 60-88 #10 20-40 #40 8-20 #80 4-11 #200 1.0-4.0 Test Method Specification Extraction ASTM D2172 + or – 0.5% Gradation AASHTO T-30 Tolerance within ColdPatch Specification

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2017 INSTRUCTION MANUAL

west virginia division of highways 2017 instruction manual asphalt plant technician

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PDF Standard Construction Specifications for Asphalt Surfacing ...

AASHTO M-208 Specification for Cationic Emulsified Asphalt ... AASHTO T-164 Test for Quantitative Extraction of Bitumen* ... Sieve Size Percentage Passing Sieve 1/2" 100 3/8" 90-100 #4 10-30 #8 0-8 #200 0-1 B. Stripping Test for Aggregates

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Rev. 4/17 TECHNICAL SPECIFICATION 220 BITUMINOUS ...

When ambient temperatures are 80˚F and rising, grade SS-1 or SS-lH may be substituted if ... passing the #200 sieve shall not exceed the percentage of bituminous asphalt ... Average asphalt content of the RAP or RAS by AASHTO T 164.

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CL2015-19 Illinois Flexibility Index Test

Add the following to Article 1030.04 of the Standard Specifications. “(d) Verification Testing. High ESAL, IL-4.75, and SMA mix designs submitted for verification will be tested to ensure that the resulting mix designs will pass the required criteriafor the Hamburg Wheel Test (Illinois Modified AASHTO T 324), Tensile Strength Test

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21 Spec - 460 Hot Mix Asphalt Pavement

Effective with the November 2020 Letting 2021 Standard Specifications 460 Hot Mix Asphalt Pavement ... 9.5-mm ___ ___ ___ 90 max 90 - 100 58 - 80 90 ... AASHTO T 100 ...

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METHOD OF TEST FOR COMBINING GRADATIONS FOR HOT MIX ASPHALT ...

AASHTO T 164, AASHTO T 308, and AASHTO T 209 testing. After the required test samples have been prepared, combine the remaining RAP and/or RAS material for subsequent splitting into representative mix design test samples. 5. Determine the asphalt binder content of each sample using ASTM 2172 /AASHTO T 164 (3 minimum). Calculate and report the

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Material Properties for Asphalt Mixtures

3.1.2 Determine coarse aggregate Sodium Sulfate Soundness by AASHTO T 104. 3.1.3 Determine LA Abrasion by AASHTO T 96. 3.1.4 Determine Absorption by AASHTO T 85. 3.1.5 The composition limits are master ranges of tolerances. Conform to a closer control meeting the tolerance requirements as specified in Section 401.2.3.3.

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PDF Louisiana Department of Transportation and Development ...

Not all polymers are soluble in the specified solvents. If the polymer modified asphalt digested in the solvent will not pass the filter media, a sample of the base asphalt used in making the polymer modified asphalt should be tested for solubility. If the solubility of the base asphalt is at least 99.0%, the material will be considered as passing.

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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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Field and Laboratory Testing Manual - PennDOT

2018. 11. 1. — 709. Effective Asphalt Content of. Bituminous Paving Mixtures. N/A. Editorial. Revisions. References changed from withdrawn AASHTO T 248 to ...

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Chapter 4: Construction Details, Section 39: Asphalt ...

Caltrans limited the risk to the contractor by specifying in Section 39, “Asphalt Concrete,” of the Standard Specifications that no single test result may represent more than the smaller of 750 tons or one day’s production, whichever is less, except AASHTO T 283, “Standard Method of Test for Resistance of Compacted Hot-Mix Asphalt (HMA ...

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AASHTO T 164 : Standard Method of Test for Quantitative ...

AASHTO T 164, 2014 Edition, 2014 - Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) These methods cover the quantitative determination of asphalt binder in hot mix asphalt (HMA) and HMA pavement samples. Aggregate obtained by these methods may be used for sieve analysis using T 30.

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