evaluation of granular overlays in Washington State final technical report, Research Project Gc 8719 Task 31, Granular Overlay (Cushion Course) by Daniel J. O"Neil

Cover of: evaluation of granular overlays in Washington State | Daniel J. O

Published by Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration in [Olympia, Wash.] .

Written in English

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Subjects:

  • Pavements -- Overlays -- Testing.,
  • Pavements -- Maintenance and repair.,
  • Pavements -- Washington (State) -- Testing.

Edition Notes

Book details

Statementby Daniel J. O"Neil, Joe P. Mahoney, Newton C. Jackson (Washington State Transportation Center) ; prepared for Washington State Transportation Commission, Department of Transportation and in cooperation with U.S. Department of Transportation, Federal Highway Administration.
ContributionsMahoney, Joe P., Jackson, Newton., Washington State Transportation Center., Washington (State). Dept. of Transportation., United States. Federal Highway Administration.
The Physical Object
Paginationviii, 135 p. :
Number of Pages135
ID Numbers
Open LibraryOL16879488M

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Evaluation of Granular Overlays in Washington State }OE P. MAHONEY, NEWTON C. JACKSON, AND DANIEL J. O'NEIL Granular overlays have been used by the Washington State De­ partment of Transportation (WSDOT) for about 30 years.

Title: An Evaluation of Granular Overlays in Washington State Created Date: 7/2/ PM. An evaluation of granular overlays in Washington State final technical report, Research Project Gc T Granular Overlay (Cushion Course) by Daniel J. O'Neil. 0 Ratings 0 Want to evaluation of granular overlays in Washington State book 0 Currently reading; 0 Have read.

Get this from a library. An evaluation of granular overlays in Washington State: final technical report. [Daniel J O'Neil; Newton C Jackson; Joe P Mahoney; United States. Federal Highway Administration. Office of Engineering.; Washington (State).

Department of Transportation.; Washington State Transportation Center.] -- This study examined granular overlays by using three different techniques.

Title: An Evaluation of Granular Overlays in Washington State - a Summary Created Date: 7/2/ PM. The item An evaluation of granular overlays in Washington State: evaluation of granular overlays in Washington State book technical report, prepared for Washington State Transportation Commission, Department of Transportation and in cooperation with U.S.

Department of Transportation, Federal Highway Administration represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Indiana State Library. Granular overlays have been used by the Washington State Department of Transportation (WSDOT) for about 30 years.

Since the mids and along with the full implementation of the WSDOT Pavement Management System (WSPMS), WSDOT has been interested in examining the performance of granular overlays. Buy An evaluation of granular overlays in Washington State: Final technical report Rev.

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[Daniel J O'Neil; Joe P Mahoney; Newton Jackson; Washington State Transportation Center.; Washington (State).

Department of Transportation.; United States. Federal Highway Administration.]. AN EVALUATION OF GRANULAR OVERLAYS IN WASHINGTON STATE--A SUMMARY. FINAL SUMMARY REPORT. Granular overlays have been used by the Washington State Department of Transportation (WSDOT) for about 30 years.

Since the mids and along with the full implementation of the WSDOT Pavement Management System (WSPMS), WSDOT has been interested in 5/5(8). AN EVALUATION OF GRANULAR OVERLAYS IN WASHINGTON STATE.

FINAL TECHNICAL REPORT. Granular overlays have been used by the Washington State Department of Transportation (WSDOT) for about 30 years. Since the mids and along with the full implementation of the WSDOT Pavement Management System (WSPMS), WSDOT has been interested in examining the Author: J P Mahoney, N C Jackson, D J O'Neil.

The item An evaluation of granular overlays in Washington State: final technical report, prepared for Washington State Transportation Commission, Department of Transportation and in cooperation with U.S.

Department of Transportation, Federal Highway Administration, (microform) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in.

Evaluation of Granular Overlays in Washington State }OE P. MAHONEY, NEWTON C. JACKSON, AND DANIEL J. O'NEIL Granular overlays have been used by the Washington State De­ partment of Transportation (WSDOT) for about 30 years. Since the mids and. Summary not available for this title.

Record Details Catalog Search. Jeff S. Uhlmeyer's 20 research works with citations and 2, reads, including: Cost-Effective Performance Management for Washington State Pavement Assets.

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Montes-Arvizu, O. Chávez Alegría*, S.A. Zamora Castro * Student of the Engineering department, Autonomous University of Queretaro, Cerro de las Campanas s/n, Col. Las Campanas, Queretaro, Mexico.

For the recent test conditions that used a granular base, it is estimated that a mm UTCRCP has a minimum life of 25 million equivalent single axle loads (ESALs).

Kannemeyer et al. estimated that this type of overlay would last between 14 and 55 years, depending on average daily truck traffic. Washington's wetlands protect water quality, reduce flooding, provide aquifer recharge for drinking water and other uses, and provide critical habitat for fish and wildlife.

We work in partnership to protect, restore, and manage wetlands and their important functions. Geotechnical and transportation engineering research at Washington State University merges geotechnics and pavement mechanics to provide solutions to infrastructure problems.

The geotechnical engineering research program encompasses both traditional and emerging topics in the fields of geomechanics and geology and focuses on the behavior of.

A newly designed segmental unit system is used in this research. The innovated concrete unit is named I-Block due to its geometrical shape ().The I-Blocks are wet cast masonry units made from 30 N/mm 2 concrete (), which consist of one center web and a tail/rear flange that extends beyond the rear flange is tapered to allow the blocks to form curve walls.

Department of Orthopaedics and Sports Medicine. University of Washington N.E. Pacific St. Box Seattle, WA evaluation of granular subbase of SBG of two main quarries that provide granular material of Subbase to build roads in Ibagué city, Colombia. Performance is estimated based on CBR, moisture content, dry unit weight and saturation.

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Washington State University August Chair: Haifang Wen The use of recycled materials for construction is beneficial to both the environment and the economy.

Recycled asphalt pavement (RAP) is one of the most commonly used recycled materials. Different state departments of transportation allow the use of RAP in base materials at different.

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Picket, D.L. and R.L Lytton. Laboratory Evaluation of Selected Fabrics for Reinforcement of Asphaltic Concrete Overlays. Texas Transportation Institute ReportTexas A&M University, August McLaughlin, A.L.

Reflection Cracking of Bituminous Overlays for Airport Pavements, A State of the Art. In Washington State maximum limits for RAP addition are agency specific.

For instance, The WSDOT Standard Specifications for Road, Bridge and Municipal Construction (M ) allows contractors the option of using RAP in the amount up to 20 percent of total HMA weight.

The American Association of State Highway Officials (AASHO) introduced the concept of life-cycle cost-benefit analysis in its “Red Book” in The LCCA was introduced for highway investment decisions, and as such, formed the notion of economic evaluation of highway upgrades during the planning stage. Best Value Granular Material for Road Foundations.

Erol Tutumluer, Principal Investigator Department of Civil & Environmental Engineering University of Illinois at Urbana-Champaign. January Research Project Final Report TRANSPORTAT ION RESEARCH BOARD WASHINGTON, D.C.

N A T I O N A L C O O P E R A T I V E H I G H W A Y R E S E A R C H P R O G R A M NCHRP REPORT Subscriber Categories Pavements Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays Robert L. Lytton Fang Ling Tsai Sang-Ick Lee Rong Luo Sheng Hu Fujie Zhou TEXAS. Rigid pavement in Washington State is placed in discrete slabs, which tend to crack into discrete sections that move as individual units.

Although HMA overlays can accommodate small differential subgrade movement without cracking, the large differential movement at slab and crack interfaces is great enough to crack an HMA overlay (called.

Washington State University July Chair: Balasingam Muhunthan This study investigates top-down cracking in the wheel path in asphalt pavement overlay that has been observed increasingly in recent years.

It focuses on developing a mechanistic-empirical model to predict top-down cracking in the asphalt pavement overlay. EVALUATION OF PERFORMANCE OF WHITETOPPING PAVEMENT AS A REHABILITATION STRATEGY Abstract by Xiaojun Li, M.S.

Washington State University May Chair: Haifang Wen Whitetopping overlay is a relatively new rehabilitation technology for deteriorated asphalt pavement. It is defined as a Portland cement concrete (PCC) overlay on the.

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