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East Valley Asphalt Committee HOT ASPHALT MIX CRITERIA

East Valley Asphalt Committee . HOT ASPHALT MIX CRITERIA . Revised September 2014, Effective Date November 3, 2014 . In an effort to standardize asphalt mix designs in Eastern Maricopa County, the Cities of Chandler, Mesa, Scottsdale, Tempe and the Towns of Gilbert and Queen Creek formed an East Valley Asphalt Committee (EVAC).

(PDF) ‫ﺍﻟﺮﺣﻴﻢ‬ ‫ﺍﻟﺮﲪﻦ‬ ‫ﺍﷲ‬ ‫ﺑﺴﻢ‬ Ministry of Transport (MOT

‫ﺍﻟﺮﺣﻴﻢ‬ ‫ﺍﻟﺮﲪﻦ‬ ‫ﺍﷲ‬ ‫ﺑﺴﻢ‬ Ministry of Transport (MOT) General Directorate for Materials and Research Hot Asphalt Mix Design System Using Superpave System Detailed in Asphalt Institute SP-2 and the AASHTO 2005 Standards

Asphalt concrete

2020-04-02 · Warm-mix asphalt concrete (commonly abbreviated as WMA) This is produced by adding either zeolites, waxes, asphalt emulsions, or sometimes even water to the asphalt binder prior to mixing.This allows significantly lower mixing and laying temperatures and results in lower consumption of fossil fuels, thus releasing less carbon dioxide, aerosols and vapors.


This work consists of constructing a surface course of aggregate and polymer modified asphalt binder mixed in a central plant and spread and compacted on a prepared surface. The requirements of 401 apply, except as modified by this specification. 424.02 Composition. For Type A mixes use 8.5 percent modified asphalt binder by total mix weight.

US20110269876A1 - Polymer modified binder and plant mix modifier for asphalt

The invention provides a polymer modified binder using an asphalt plant mix modifier comprising a mixture of thermoplastic polymers, comprising both elastomers and plastomers, blended with oils and dispersed in a powder medium to facilitate flow. The use of ...


Use polymer or Terminal Blend Crumb Rubber modified PG 58E-34 (Extreme) meeting the requirements of AASHTO M 332, Standard Specification for Performance Graded Asphalt Binder using Multiple Stress Creep Recovery (MSCR), for the production of hot mix asphalt mixtures for this project. In addition, the binder grade must also meet the

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(PDF) Polymer modified bitumen asphalt, a proposed solution

Polymer modified bitumen asphalt, a proposed solution for UAE pavement deterioration. ... with the optimum asphalt percentage indicated in the adopted mix design of 4% asphalt .

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Developing Master Curves, Binder Viscosity and Predicting

pavement mix design, lab and field control and assurance. A strong correlation between binder viscosity and temperature [R2 = 1] for polymer modified asphalt mixture. Index Terms—Polymer modifier, dynamic modulus, master curve; viscosity, temperature, asphalt mixture, western Australia. I. INTRODUCTION The new American Association of State ...


ITEM 402.90790303 F9 POLYMER MODIFIED STRESS ABSORBING MEMBRANE INTERLAYER (SAMI) HOT MIX ASPHALT (HMA), 70 SERIES COMPACTION Page 3 of 4 Rev. 12/15/2017 2. Quality Control. Perform Quality Control (QC) sampling and testing on any portion of the lot during the production of SAMI to determine the air voids, asphalt content, and gradation.

The Fundamentals of Asphalt Sealer Mix Design

Proper mix design is very important to achieve the desired sealcoating performance. The very basic fact in the mix design is that sealer is always used at 100 base. The quantities and the percentages of other ingredients are always expressed at sealer being at the 100 base. For example: 1.

Design, Construction, and Maintenance of Open-Graded Asphalt

In addition to using polymer-modified asphalt binder and fiber, the new-generation OGFC is highly open-graded with high permeability. The mix design procedure addresses the concerns of the northern tier states with cold climates by including abrasion tests on new and aged mixtures, and subjecting the OGFC mix to freeze and thaw cycles.

Understanding the Use and Availability of Polymers for Hot

Understanding the Use and Availability of Polymers for Hot Mix Asphalt Presented by: Ron Corun Manager – Asphalt Technical Services NuStar Asphalt Refining, LLC 36thAnnual Rocky Mountain Asphalt Conference Denver, CO February 19, 2009

PG 76E-28 HP (High Polymer)

PG 76E-28 HP (High Polymer) Typical Uses: Associated Asphalt PG 76E-28 HP (High Polymer) is a high performance, highly modified, polymer modified asphalt cement for hot mix asphalt production. It can be incorporated into any appropriate mix design where PG76E-28 HP performance graded binder is specified or where there is a demand for

Performance properties of polymer modified asphalt binders containing wax additives

The study presents an experimental evaluation of the rheological properties of control and polymer modified asphalt (PMA) binders containing wax additives and a comprehensive comparison between these two binder types. The control and PMA binders with the additives were produced using two of the available warm asphalt processes (i.e., LEADCAP and Sasobit) and then artificially short-term and ...

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Asphalt Materials and Mixtures, Volume 2

TRB’s Transportation Research Record: Journal of the Transportation Research Board, No. 2575 consists of 22 papers that explore asphalt materials and mixtures, including: Performance of a Highly Polymer-Modified Asphalt Binder Test Section at the National Center for Asphalt Technology Pavement Test Track Using Polymer Modification and Rejuvenators to Improve the Performance of High Reclaimed ...


What is a Balanced Mix Design? Optimize o Make the best or most effective use of (a situation, opportunity, or resource) Balance o Being in proper arrangement or adjustment, proportion Balanced Mix Design o Optimize the mix to provide needed performance and balance between stability and durability .

Polymer Modified Asphalt – ULTRAPAVE®

In latex form, the SBR particles are extremely small (averaging .5 microns), exposing a very high surface area to the asphalt for complete mixing. As a result, the physical dispersion of the polymer particles is rapid and thorough. ANIONIC SBR LATEX POLYMERS (For Polymer Modified Asphalt and Anionic Polymer Modified Asphalt Emulsion Applications)


Replace section 39 with: 39 HOT MIX ASPHALT, SUPERPAVE 39-1.01 GENERAL 39-1.01A Summary Section 39 includes specifications for producing and placing HMA by mixing aggregate and asphalt binder at a mixing plant and spreading and compacting the

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Influence of Polymer Type and Structure on Polymer Modified

frequency sweep test is to compare frequency response of polymer modifi ed asphalt binder with that of modifi ed asphalt mix. Mix Design The mix design was done according to Marshall Method (ASTM D 1559) of mixed design. Wearing course was used as mix code. The details of the mix design for base asphalt mix are given in

Mix Design Procedures and Considerations for Polymer-Modified

MIX DESIGN PROCEDURES AND CONSIDERATIONS FOR POLYMER­ MODIFIED ASPHALT COMPATIBILITY AND STABILITY PROBLEM STATEMENT To perform reliably, an asphalt pavement must be capable of resisting moisture damage, temperature-induced cracking, the effects of aging, and distresses caused by traffic loads.

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Hot Mix Asphalt (HMA) Selection Guidance

High Stress Hot Mix Asphalt Mixture. The difference between the High Stress HMA Mixture and the typical HMA pay item is the Performance Graded binder. For High Stress Mixtures, increase the high temperature binder by one grade and add the polymer. The increase in the high temperature number results in an asphalt binder with

Pavement Publications - Federal Highway Administration

Pavement Publications ... Gravity Measurements and Their Impacts on Asphalt Mix Design Properties and Mix Acceptance ... Fiber-Reinforced Polymer Bars in Continuously ...

Why the Asphalt Industry Should Move to a Balanced Mix Design

Dec 09, 2019 · The history of asphalt mix design has changed significantly over the years with the goal always to create stable and durable pavements. ... mixtures that contained polymer-modified binders showed ...

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