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Georgia DOT Asphalt Pavement Selection Guidelines

PDF Cw 3410 Asphaltic Concrete Pavement Works Table of Contents

The reclaimed asphalt pavement material shall consist of sound durable particles produced by crushing and screening. 5.5.5 Recycled Asphalt Shingles Blending of recycled asphalt shingles (RAS) material shall be during production of the asphalt and the mix produced shall consist of a uniform blend of all materials. 6. DESIGN REQUIREMENTS FOR

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Research Project Posters | Georgia Transportation Institute

Research Project Posters. GDOT and GTI hosted transportation research poster sessions in 2013 and 2014. All researchers in the Georgia Transportation Institute were invited to display active and recently completed GDOT-sponsored research projects. Below is a sampling of many of the projects which were featured at these poster sessions.

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Georgia DOT Awards Atlas Technical Consultants $10 Million

Georgia DOT Awards Atlas Technical Consultants $10 Million Maintenance Engineering and Inspection Contract rehabilitation of asphalt and concrete pavement, striping, right of way reclamation

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PDF Appendix B General Pavement Design Guidelines

Aggregate Selection Use a minimum of 4" DGA or CSB with all new pavement designs. 6" DGA or CSB is recommended under asphalt pavement. Use CSB when it can be daylighted or when draining into a rock roadbed. Use asphalt sealed DGA under a treated drainage blanket.

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PDF Chapter 630 Flexible Pavement Hma

asphalt placed above it, particularly for RHMA. Detailed information for selecting appropriate type of pavement interlayer to use can be found in the MTAG on the Department Pavement website. Topic 632 -Asphalt Binder 632.1 Binder Classification Asphalt binders are most commonly characterized by their physical properties which directly affect

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PDF Pavement Preservation Guidelines

SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION PAVEMENT PRESERVATION 5 1-3 TREATMENT SELECTION GUIDELINES The use of pavement preservation strategies to maintain the condition of the pavement network requires that an agency address the following two questions: • Is the pavement a good candidate for pavement preservation?

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PDF Chapter 6 - Materials Revision 8

pavement: rutting, fatigue cracking, and low temperature cracking. Superpave is performance based; both the PG Binder specification and mixture design system identify the performance properties directly related to pavement durability. The requirements for each property are

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PDF Selection and Use of Thin Surface Treatments

2007 Louisiana Transportation Engineering Conference February 12, 2007 Selection and Use of Thin Surface Treatments Stephen R. Mueller, P.E. Pavement and Materials Engineer FHWA Resource Center (Lakewood, Colorado) [email protected] Federal Highway Administration

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PDF ALDOT-384-95 - Alabama Department of Transportation

ALDOT Procedures Alabama Dept. of Transportation ALDOT-384 Bureau of Materials and Tests Revision 2/24/2016 Testing Manual Page 4 of 32 5.1.2. RAP/RAS Obtain field samples of recycled asphalt pavement (RAP) or reclaimed asphalt shingles (RAS) in accordance with ALDOT-372.

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PDF 2018 Contractor Mix Design GuidelinesT

designs for all Asphalt Concrete Pavement (ACP) and Emulsified Asphalt Concrete (EAC). The actual test procedures used to develop a mix design are available in a separate document described in Sections 1 & 2 of these guidelines. If you have any questions about the information contained in these guidelines or any corrections to

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Airfield Asphalt Pavement Technology Program Project 04

Airfield Asphalt Pavement Technology Program Project 04-01: Development of Guidelines for Rubblization Final Report Principal Investigator Mark Buncher, Ph.D., P.E., Asphalt Institute Figure 3.2, Illinois DOT Rubblization Selection Chart [Heckel, 2002]

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