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Washington (State) Department of Transportation Materials Laboratory

Overview
Works: 110 works in 136 publications in 1 language and 611 library holdings
Classifications: TE275, 625.7609797
Publication Timeline
Key
Publications about Washington (State)
Publications by Washington (State)
Most widely held works by Washington (State)
Superpave gyratory compactor internal angle of gyration study by Joseph R DeVol( Book )
1 edition published in 2007 in English and held by 22 libraries worldwide
URETEK stitch-in-time : I-5 Gravelly Lake to Puyallup River Bridge, milepost 124.19 to milepost 135.19 by Keith W Anderson( Book )
2 editions published in 2007 in English and held by 19 libraries worldwide
NovaChip : SR-17, City of Soap Lake, MP 75.44 to MP 76.15 ( Book )
1 edition published in 2008 in English and held by 11 libraries worldwide
Development and implementation of Washington State's pavement management system : executive summary by Thomas L Nelson( Book )
3 editions published in 1983 in English and held by 10 libraries worldwide
This report summarizes the pavement management system developed by WSDOT staff over a period of five years. Included is a description of what the system does in terms of the considerable amount of useful output data produced. A discussion is given on how the system was developed, what the pavement rating procedures involve and cost, what computer requirements are, and what typical data processing costs are. The report concludes with comments on how other agencies can use the Washington State Pavement Management System
ADS HDPE sewer pipe : I-90 Third Lake Washington Bridge maintenance facility by Keith W Anderson( Book )
1 edition published in 1994 in English and held by 8 libraries worldwide
NovaChip : SR-17, City of Soap Lake milepost 75.44 to milepost 76.15 by Jeffrey Scott Uhlmeyer( Book )
1 edition published in 2003 in English and held by 7 libraries worldwide
Gyratory compactor angle study ( Book )
3 editions published between 2007 and 2008 in English and held by 3 libraries worldwide
Discusses the choice of two methods to calibrate the angle of gyration of Superpave gyratory campactors (SGC)
Roto-mill planing and recycling asphalt concrete in Washington by Roger V LeClerc( Book )
2 editions published in 1978 in English and held by 2 libraries worldwide
Use of a double chip seal to correct a flushing hot-mix asphalt pavement in Washington State ( Book )
2 editions published in 2011 in English and held by 1 library worldwide
A chip seal constructed on an existing flushed roadway has the potential to result in bleeding or flushing of the new chip seal. The excess binder, if not properly accounted for during design and construction, will migrate to the surface of the chip seal and fill the aggregate void spaces leaving a flushed surface. The Washington State Department of Transportation (WSDOT) elected to construct a double chip seal to mitigate a flushing section of pavement on SR 20. This report documents the design and construction of the double chip seal and provides information on its initial performance. The double chip seal will be monitored for up to five years at which a final report will be prepared including conclusions as to its success or failure
Pavements and studded tire damage ( Book )
3 editions published between 2006 and 2008 in English and held by 1 library worldwide
Evaluation of long-term pavement performance and noise characteristics of the next generation concrete surface ( Book )
2 editions published in 2011 in English and held by 1 library worldwide
This report documents the construction of the first Next Generation Concrete Surface (NGCS) by the Washington State Department of Transportation (WSDOT). A 1,500 foot test section was installed on the eastbound lanes of I-82 near Sunnyside, WA in October of 2010. Baseline measurements of noise, friction, wear and smoothness are reported. The sound intensity levels of 101.6 and 99.6 for the outside and inside lanes, respectively, are within the range reported for other NGCS projects. A literature review is provided that documents the development of the NGCS process as well as descriptions and results from the initial field trials in the U.S
Studded tire wear resistance of PCC pavements with special mix designs contract 6620, I-90, Argonne Road to Sullivan Road, MP 286.91 to 292.38 ( file )
1 edition published in 2011 in English and held by 0 libraries worldwide
The performance of portland cement concrete mixes with higher flexural strength, higher cement content, and with Hard-Cem additive, carpet drag finish, and tined finish were evaluated over a period of five years to determine their resistance to studded tire wear. None of the pavements with special mixes or, mixes with Hard-Cem additive were more resistant to studded tire wear than conventional pavement with a 650 psi flexural strength mix design. The wear resistance of the pavement could not be correlated to either the method used to finish the concrete or the concrete's flexural strength. Finally, the carpet drag finishing method produced a pavement with acceptable friction resistance
Technical brief estimate of annual studded tire damage to asphalt pavements ( file )
1 edition published in 2012 in English and held by 0 libraries worldwide
WSDOT strategies regarding preservation of the state road network a report to the State Legislature in response to SB 6381 ( file )
1 edition published in 2010 in English and held by 0 libraries worldwide
Materials risk analysis by Thomas E Baker( file )
1 edition published in 2010 in English and held by 0 libraries worldwide
State highway authorities routinely examine the quality of the materials used to build highway construction projects. Some materials are tested, some are accepted through a manufacturer's certification of quality or compliance, some are physically inspected during fabrication and yet other materials are accepted through visual inspection. Unanswered is why some materials are more closely examined through physical testing and other materials receive much less scrutiny. This paper describes a materials risk analysis process and the conclusions from that risk analysis conducted at the Washington State Department of Transportation (WSDOT). Typical construction materials are examined for two critical risks: the risk of having a material fail to meet specification and the consequences of that material failing to meet specification. Subject matter experts (materials, construction, structures, maintenance, traffic, etc.) within the WSDOT rated these risks through a Delphi process. Results of the risk analysis classify materials into four appropriate categories for either more or less intensive examination by the state highway authority: highest risk materials undergo physical acceptance testing or are inspected during fabrication under a manufacturer's quality system plan; moderate risk materials are accepted through the manufacturer's certification of compliance (often combined with a quality systems plan or visual inspection); lower risk materials are accepted with a manufacturer's certification or with a catalog cut; and the lowest risk materials are accepted through visual inspection in the field. Future materials risk analyses may be performed on periodic intervals (five to ten years suggested) to re-examine the risks and rankings by subject matter experts
Glass fiber reinforced polymer dowel bar evaluation ( file )
1 edition published in 2012 in English and held by 0 libraries worldwide
 
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Alternative Names

controlled identity Washington (State). Department of Transportation

OSC Lab
OSC Material Laboratory
OSC Materials Laboratory
Washington (State). Department of Transportation. Material Laboratory
Washington (State). Department of Transportation. Olympia Service Center Materials Laboratory
Washington (State). Department of Transportation. Olympic Service Center Material Laboratory
Washington (State). Dept. of Transportation. Materials Laboratory
Languages
English (44)
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