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Implementation of the MSCR Test and Specification

Implementation of the MSCR Test and Specification • Negative Votes (Summary of Key Points) • AASHTO T350 and ASTM D7405 are different (now fixed) • There’s still unhappiness with 5000 kPa for S and 6000 for all other grades. • And the one that drew the most flack—The R3.2 vs. Jnr3.2 curve for selecting R3.2 criteria. The

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Section 404—Paver Laid Surface Treatment Page 6 CQS-Special Modified Asphalt Emulsion Test Of Emulsion Parameter Test Method Value Viscosity @ 77 F (25 C), SF AASHTO T 59-96 20 Min. 100 Max.

CL2015-19 Illinois Flexibility Index Test

Mix Design Testing. Add the following referenced AASHTO, ASTM and Illinois standards in Article 1030.04 of the Standard Specifications: IL Modified AASHTO T 324 Hamburg Wheel Test . IL Modified AASHTO T 283 Tensile Strength Test . Illinois Test Procedure (ITP) 405 Illinois Flexibility Index Test (I-FIT) (see attached)

Read "A Manual for Design of Hot-Mix Asphalt with Commentary

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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 ...

TECHNICAL SPECIFICATION Lakeside Industries EZ Street® Cold Asphalt

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1854 ADJUSTED ASPHALT FILM THICKNESS (AFT) 1854.1

A. Determine the Asphalt content (Pb) according to AASHTO T 164 Extraction of Bitumen from Bituminous Paving Mixtures (Mn/DOT modified) Section 1851,1852. Or by AASHTO T 308, Determining the Asphalt Binder Content of Hot Mix Asphalt by the Ignition Method (Mn/DOT modified). Section 1853.

Aggregate Production and Stockpiling

Determining the Liquid Limit of Soils AASHTO T 89 Dry Strength, Non-Plastic Aggregates ATT-54 Determining the Plastic Limit and Plasticity Index of Soils AASHTO T 90 Percent Fracture ATT-50 Classification of Soils for Engineering Purposes (for definition of Coefficient of Uniformity, Cu) ASTM D2487 L.A. Abrasion AASHTO T 96 Flakiness Index ATT-49

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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 ...

FOP AASHTO T 168 (10)

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Caltrans RAP/RAS Specification Overview

Caltrans RAP/RAS Specification Overview . Tony Limas . Presentation Overview Definitions ... Asphalt binder recovered from plant produced mix must be +/- 1 PG grade of specified binder grade. ... AASHTO T 164 ±2.0 . Specific gravity (within the average value reported) AASHTO T 209

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 then passed through a piece of filter paper, but the aggregate is now allowed to pass.

SECTION 401

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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.

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).

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STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT

Standard Construction Specifications Division 40 – Asphalt Surfacing Revised 11/08 ... AASHTO M-208 Specification for Cationic Emulsified Asphalt AASHTO M-226 Viscosity Graded Asphalt Cement - Table Three (3) ... AASHTO T-164 Test for Quantitative Extraction of Bitumen*

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AASHTO T 180 - Standard Method of Test for Moisture–Density

AASHTO T 180 Standard Method of Test for Moisture–Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

MGPEC Item 20 Asphalt Pavement Materials Specification Document

This specification is to maximize the service life of APM. It is also the intent of this document to provide construction requirements in accordance with these specifications to the standard of practice. This item shall include all labor, equipment, and materials to produce, place, and compact asphalt pavement. A. Definition of Terms

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Section 02745

Cationic Medium Setting Emulsified Asphalt (CMS-2S) Tests Test Method Specification Emulsion Viscosity, SF, 122º F (50º C), s AASHTO T 59 50 - 450 Percent residue AASHTO T 59 60 min Storage Stability Test, 1d, 24h, percent AASHTO T 59 1 max Sieve, percent AASHTO T 59 0.10 max Particle charge AASHTO T 59 Positive Oil Distillate, percent by ...

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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