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The dry powder batch mixer (DMX) for the production of dry material mixtures

Laboratory study on use of RAP in WMA pavements using

The use of rejuvenator showed improved workability of Recycled Asphalt Pavement (RAP) via incorporating Hot Mix Asphalt (HMA) mixes by softening the stiff binder of RAP. The study determines the effect of using Used-Mobile Engine Oil (rejuvenator/softening agent) on engineering properties of RAP-WMA mixes prepared with additive, Evotherm.

Mike Voth 2018 AASHTO COMP Meeting TS 2a

1931 AASHTO published specifications ... Polymer Presence AASHTO T315 SPG Phase Angle 80.1 81.5 67 73 ... (AASHTO T 350) -Concern the material is too soft for ...

Asphalt Binder Extraction Protocol for Determining Amount & PG Characteristics of Binders Recovered from Asphalt

within the current precision statement of AASHTO T 164. • AASHTO T 164 includes one precision statement regardless of the extraction method that is used (e.g centrifuge, reflux). Withinlab and between- -lab variability for this test method was found to be lower

Item 20 ASPHALT PAVEMENT MATERIALS

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 stockpile shall be maintained. These charts shall be displayed and shall be provided upon request.

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20 Spec -Section 460 Hot Mix Asphalt Pavement

Effective with the December 2019 Letting 176 2020 Standard Specifications Section 460 Hot Mix Asphalt Pavement 460.1 Description (1) This section describes HMA mixture design, providing and maintaining a quality management program for HMA mixtures

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MATERIAL SPECIFICATION FOR AGGREGATES

MATERIAL SPECIFICATION FOR AGGREGATES - HOT MIX ASPHALT ... passage of a non-standard load to a standard 80 kN axle load. ... Material passing the 4.75 mm sieve, and ...

Asphalt Paving Specifications - El Paso County Public Works

should not exceed percent of the aggregate25 If the percent of aggregate passing the #4 sieve is . greater than 10percent by weight of the individual aggregate sample, plasticity will be determined in accordance with AASHTO T 90. The gradation of the aggregates used in the mixture shall meet the

S-1 (2360) HOT MIXED ASPHALT - POROUS PAVEMENT Combined 2360/2350 (Gyratory/Marshall Design) Specification

ONLY USE WITH CONSENT OF BITUMINOUS OFFICE S-1 (2360) HOT MIXED ASPHALT - POROUS PAVEMENT The provisions of the attached Combined 2360/2350 (Gyratory/Marshall Design) Specification of these Special Provisions is hereby modified as

Section 404—Major Cold Asphalt Concrete Pavement

Construct one or more courses of cold asphalt concrete plant mix on a prepared surface as SHOWN ON THE DRAWINGS. Have the surface approved by the CO in writing prior to placing cold asphalt concrete plant mix. Cutback asphalt grade is designated as shown in AASHTO M 81 or M 82. Emulsi-fied asphalt grade is designated as shown in AASHTO M 140 or ...

SUPERPAVE ASPHALTIC CONCRETE SECTION 1028

SUPERPAVE ASPHALTIC CONCRETE . Section 1028 in the Standard Specifications is amended to provide that Asphaltic Concrete, Type shall use the gradation band. SECTION 1028 - SUPERPAVE ASPHALTIC CONCRETE (J-7-1116) Section 1028 in the Standard Specifications is void and superseded by the following: 1028.01 -- Description . 1. a.

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 of Sampling and Testing from its first publication in 1931 through the most recent edition.

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Materials

The following resources are related to the quality management and analysis of construction materials.Quality Level Pay (QL Pay)Percent Within Limits Pay (PWL Pay)Field Materials ManualAppendices and Test MethodsTesting Forms

SECTION 401

§401 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).

S-6.2.1 Anti-Stripping Agent $OOELWXPLQRXVPL

AASHTO T 283-03 The index of retained strength must be greater than 80 percent as determined by AASHTO T 283-03 (using a 4 inch nominal size mold). Specimens shall be conditioned by freezing and thawing. When the index of retained strength is less than 80 the amount of anti strip may have to be adjusted.

Appendix C - Proposed Standard Specification for Superpave

TRB’s National Cooperative Highway Research Program (NCHRP) Report 752: Improved Mix Design, Evaluation, and Materials Management Practices for Hot Mix Asphalt with High Reclaimed Asphalt Pavement Content describes proposed revisions to the American Association of State Highway and Transportation Officials (AASHTO) R 35, Superpave Volumetric Design for Hot Mix Asphalt, and AASHTO …

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

2.2. AASHTO M 231, Standard Specification for Weighing Devices Used in the Testing of Materials 2.3. AASHTO T 30, Mechanical Analysis of Extracted Aggregate 2.4. AASHTO T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt 2.52.6.

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1852 QUANTITATIVE EXTRACTION OF BITUMINOUS MIXTURES

NOTE 1: This procedure differs from AASHTO T 164 as follows: Mn/Dot allows the use of n- propyl bromide and d-limonene. When using d-limonene a number of water rinses are required and then the sample is dried at 176.7 ± 5 °C (350 ± 9 °F).

702 ASPHALT MATERIAL - Ohio Department of Transportation

702.13 Rubberized Asphalt Emulsion. Provide material consisting of asphalt emulsion SS-1 or SS-1h, conforming to 702.04, blended with rubber compound, conforming to 702.14, to produce a residual mixture of asphalt and rubber solids having a composition of 95 ± 0.3 percent asphalt and 5 ± 0.3 percent rubber solids by weight.

Asphalt Plus - KM C224e-20171102091412

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

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