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asphalt specification passing aashto t 164 80

Standard Specifications for Transportation Materials and

The AASHTO Materials Standards contain specifications, test methods, and provisional standards commo. ... M 226-80 (2017) - Viscosity-Graded Asphalt Cement. View Section, M 303-89 (2014) ... T 164-14 (2018) - Quantitative Extraction of Asphalt Binder from

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Automated Extraction of Asphalt Binder - Asphalt Pavement

Automated Extraction of Asphalt Binder Stacy Glidden . Asphalt Binder Expert Task Group . Ames, IA . May 3-4, 2017

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Hot Mix Asphalts 101

Asphalt Rubber Applications • Asphalt rubber is the process of adding recycled, crumb rubber to hot mix asphalt (called dry process) or the asphalt binder (called wet process) to modify the final mixture • Difficult to use in dense-graded mixtures due to

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Section 828 Hot Mix Asphaltic Concrete Mixtures

This specification includes the requirements for hot mix asphaltic concrete mixtures, including: Open-graded surface mixtures Stone Matrix Asphalt mixtures Superpave asphaltic concrete mixtures Fine-graded mixtures 828.1.01 Definitions Nominal Maximum Sie

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(PDF) Investigation of the Effect of Recycled Asphalt

In the United States of America, more than 50 million tons (45.36 million Mg) of asphalt paving material are milled annually; recycling into new asphalt paving mixtures is the predominant application. However, large quantities of reclaimed asphalt pavemen

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703: Aggregate - Federal Highway Administration

Durability index (coarse), AASHTO T 21035 min. (4) Durability index (fine), AASHTO T 21035 min. (5) Fractured faces, ASTM D582150 percent min. (6) Without organic matter and lumps or balls of clay. (7) Accelerated weathering of aggregate by use of Dimethy

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RECOMMENDED GUIDE SPECIFICATIONS FOR LONG LIFE PAVEMENT

a. AASHTO Specification 313 Open Graded Bituminous Base 32 b. AASHTO Specification 315 Separator Fabric for Bases 37 c. AASHTO Specification 401 Hot Mix Asphalt Pavements 41 d. AASHTO Specification 404 Tack Coat 55 e. AASHTO Specification 409 Cold Milling

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AC 150/5370-10G Standards for Specifying Construction Of

specification may be made unless the Engineer has received the approval of the FAA following the process described in paragraph 3 for modifications to standards. 5. Cancellation. This AC cancels AC 150/5370-10F, Standards for Specifying Construction of Ai

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SECTION M04 - portal.ct.gov

(g) As determined by AASHTO T- 245 (modified) (h) The percentage of material passing the #200 (75 m m) sieve shall not exceed . the percentage of bituminous asphalt binder determined by AASHTO T-164 …

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LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

If the solubility of the base asphalt is at least 99.0%, the material will be considered as passing. 4 Prepare samples per ASTM D7173. Determine softening point of top and bottom per AASHTO T 53.

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FOP AASHTO T 168 (10) - WAQTC

ASPHALT WAQTC FOP AASHTO T 168 (10) 45_T168_short_10 Asphalt 13-1 Pub. October 2018 . SAMPLING OF BITUMINOUS PAVING MIXTURES FOP FOR AASHTO T 168 . Scope . This procedure covers the sampling of bituminous paving mixtures from HMA plants, haul units, and r

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PRODUCT DATA SHEET ASPHALT RUBBER PLUS TYPE 2

SPECIFICATION CONFORMANCE Asphalt Rubber Plus Type 2 meets requirements of state modified AASHTO M173 specifications and exceeds ASTM D6690 (AASHTO M324), Type I, “Joint and Crack Sealants, Hot-Applied, for Concrete and Asphalt Pavements, (formerly ASTM D

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COMMITTEE ON MATERIALS AND PAVEMENTS (COMP)

8. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Item 2) – 29 affirmative/0 negative/4 not returned 9. AASHTO T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Item 3) – 29 affirmative/0 negative/

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SUPPLEMENTAL SPECIFICATIONS FOR 2012 IDAHO STANDARD

Use equipment and WMA technologies capable of producing an asphalt mixture that meet specification ... AASHTO T 164 . ... For SP-2 mixes the Contractor may select the asphalt content and gradation of a passing test section within the test strip as the C-J

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Asphalt Paving Design Guide - APAO

Asphalt Paving Design Guide prepared for the Asphalt Pavement Association of Oregon 5240 Gaffin Road, SE Salem, OR 97301 by R.G. Hicks Department of Civil Engineering Oregon State University Corvallis, OR 97331 Paul Curren Pavement Engineering Inc. Petalu

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Use of Reclaimed Asphalt Pavement in Conjunction with

The asphalt binder content of the existing pavement, prior to reclamation, was determined from a single sample analyzed using Mn/DOT Method 1852 , a modified version of AASHTO T 164 . This laboratory analysis determined an asphalt content of 4.9% for the

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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 cent

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Prospect of Using Reclaimed Asphalt Pavement in Highway

Prospect of Using Reclaimed Asphalt Pavement in Highway Wearing Asphaltic Layer Tameem Mohammed ... specification. RAP must be engineered into the mixture not simply added (NCHRP, 2013). ... Binder Content AASHTO T 164 3.2% 3.3% Absolute Viscosity at 60°

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Status of AASHTO Materials Standards and Test Methods—August 2017

Status of AASHTO Materials Standards and Test Methods—August 2017 This document shows all materials specifications, practices, and test methods that have been published as part of the AASHTO Standard Specifications for Transportation Materials and Methods

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SECTION 900 – MATERIALS DETAILS

Asphalt, Rolling Thin Film Oven Test AASHTO T 240 (t) Testing Asphalt Emulsions AASHTO T 59. The following exceptions to T 59 shall apply: 1. For the Residue by Distillation test, the specified aluminum alloy still shall be the referee still. 2.

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1800 Bituminous Mix Design 1801 - Minnesota Department of

extraction method for determination of the percent asphalt. (Other extraction methods conforming to AASHTO T 164 are acceptable.) RAS - Upon completion of air drying to a constant weight a representative 500g to 700g sample of RAS is to be weighed and ext

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AASHTO PP 81-18 - Techstreet

AASHTO PP 81-18 shall consist of compaction of roadway embankment, or asphalt pavement, or both, using Intelligent Compaction (IC) rollers within the limits of the work described in the plans or provisions.

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Recycling - Federal Highway Administration

The asphalt content of a mixture is measured by extraction test (AASHTO T 164) or with a nuclear gauge (ASTM D 4125). The extraction test involves adding a solvent to the asphalt mixture to dissolve the asphalt cement. The asphalt cement and solvent are t

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Standard Specifications for Road and Bridge Construction

D&E-2 Effective Date: May 25, 2011 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 1. POLICY. Road and bridge construction shall be performed according to the

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DPWH Accredited Contractors Materials Engineer: ITEM 313

The rock asphalt as furnished shall contain between 8 to 13 percent of bitumen when tested in accordance with AASHTO T 164, with less than five percent moisture content when rolled.

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Recycling - Sustainability - Federal Highway Administration

The asphalt content of a mixture is measured by extraction test (AASHTO T 164) or with a nuclear gauge (ASTM D 4125). The extraction test involves adding a solvent to the asphalt mixture to dissolve the asphalt cement. The asphalt cement and solvent are t

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LOUISIANA DEPARTMENT OF TRANSPORTATION AND

If the solubility of the base asphalt is at least 99.0%, the material will be considered as passing. 4 Prepare samples per ASTM D7173. Determine softening point of top and bottom per AASHTO T 53.

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ALDOT-371-90 RAPID METHOD TO DETERMINE THE GRADATION OF

2.4. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt 2.5. AASHTO T 168, Standard Method of Test for Sampling Bituminous Paving Mixtures 2.6. ASTM E29, Indicating Which Places of Figures Are to Be Considered Significant in Spec

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SPECIAL SPECIFICATION 3089 Emulsion Treatment (Road Mixed)

2004 Specifications CSJ 0025-02-164 SPECIAL SPECIFICATION 3089 Emulsion Treatment (Road Mixed) 1. Description. Mix and compact emulsion, additives, water, and base with or without asphalt concrete pavement, in the roadway. 2. Materials. Furnish uncontamin

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MGPEC Item 20 Asphalt Pavement Materials Specification

Asphalt Binder Content (AASHTO T-164) 1/1,000 tons Gradation (AASHTO T-30) 1/1,000 tons Process control charts shall be maintained for binder content and each screen when RAP material is added to the stockpile. Separate control charts for each RAP stockpi

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