EVALUATION OF CURRENT PRACTICES OF RECLAIMED ASPHALT PAVEMENT/ AGGREGATE AS BASE COURSE MATERIAL . Eric J. McGarrah . A research paper submitted in partial fulfillment . of the requirements for degree of . Master of Science Civil Engineering . University of Washington . 2007 . Program Authorized to Offer Degree: Civil Engineering

The Contractor may submit alternate methods or equipment for compacting the aggregate base course for acceptance by the Engineer. (C) Equipment. The 3wheel rollers and pneumatic tired rollers shall conform to Subsection (B)(4) Rollers. Method of Measurement. Aggregate base will be paid on a lump sum basis.

Bases and Subbases for Concrete Pavements . ... Design Method was chosenbased on Westergaard's work with the Bureau of Public Roads and design method validation from the ... o Densegraded aggregate base. o Opengraded aggregate drainage layer. • Stabilized bases:

Method Statement Roadworks · This Work Method Statement is to outline the apply and lay pavement for the road construction consisting of subbase of granular material, road base of crusher run, asphaltic concrete binder course and asphaltic concrete wearing course. SCOPE.

Eagle Bay Permeable Pavement – Construction Specification Specification Section 32 14 (1995 MasterFormat Section 02795) ... A. Base Course: Layer of opengraded aggregate beneath the bedding course layer, comprised of ... L. Method Statement: The unit paver installer's and manufacturer's combined plan for manufacturing, ...

TENDER DOCUMENTS Specifications DIVISION 02 Siteworks SECTION 02232 AGGREGATE BASE COURSE PART 1 GENERAL SECTIONS INCLUDES A. Provision, spreading and compaction of materials of aggregate base course for roads in accordance with the specifications and in conformity with grade, lines and thickness shown

USING ELECTRICAL PROPERTIES TO CLASSIFY THE STRENGTH PROPERTIES OF BASE COURSE AGGREGATES 7. Author(s) Timo Saarenketo and Tom Scullion 9. Perfonning Organization Name and Address Texas Transportation Institute The Texas AM University System College Station, Texas 12. Sponsoring Agency Name and Address Texas Department of Transportation

Nov 24, 2015· Aggregate Base Course (ABC) coarse aggregate shall not show more than 50 percent loss when subjected to the Los Angeles abrasion test in .

Crusher Plant Method Statements working method of quarry mining. posted on april 22, crusher plant method statements. crushing plant construction method statement | a quarry graded crushed aggregate base course method statement method statement sub base and road base objective the purpose of this method statement .

1. Introduction and General Information This method statement provides the details of materials, equipment, procedure and relevant documents related to access construction, including quality control verifications, measurement verifications, and also the safety precautions to .

Asphalt Lab Test Method ... Asphalt Concrete Base Course Asphalt Drainage Course MicroSurfacing OpenGraded Asphalt Friction Course: ... Coarse Aggregate: Aggregate Base Course Testing Technicians AASHTO T11. AASHTO T27. AASHTO T87. AASHTO T89. AASHTO T90. AASHTO T265.

INCREASED SINGLELIFT THICKNESS FOR UNBOUND AGGREGATE BASE COURSES RESEARCH REPORT ICAR 5015 Sponsored by the Aggregates Foundation for Technology, Research and Education

Base Stabilization Guidance and Additive Selection for Pavement Design and Rehabilitation3 INTRODUCTION Base stabilization in this document refers to techniques that amend base aggregate material, through the incorporation of a stabilizing additive, to produce a homogeneous base layer with enhanced characteristics

Method Statement Roadworks OBJECTIVE This Work Method Statement is to outline the apply and lay pavement for the road construction consisting of subbase of granular material, road base of crusher run, asphaltic concrete binder course and asphaltic concrete wearing course. SCOPE This method statement shall apply for all roadwork. The intention of this work method statement is to give ...

These three gradations were tested with all three aggregate sources, as mentioned earlier. To simulate an opengraded base course, MAASHTO #57 and OKAA Type M specimens were compacted with standard Proctor effort, whereas, modified Proctor effort was used for ODOT Type A specimens to replicate densegraded base condition. In addition to ...