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Washington (State) Department of Transportation Office of Research and Library Services

Works: 159 works in 206 publications in 1 language and 1,140 library holdings
Genres: Case studies  Specifications 
Classifications: TE278.2, 625.8409
Publication Timeline
Publications about Washington (State)
Publications by Washington (State)
Most widely held works about Washington (State)
Most widely held works by Washington (State)
Seismic assessment of WSDOT bridges with prestressed hollow core piles by William F Cofer( Book )
2 editions published in 2009 in English and held by 7 libraries worldwide
There are 22 bridges with hollow-core pile foundations in Washington State. Sudden, catastrophic failure has been observed in tested piles of this configuration at displacement ductilities of four or less. To investigate the behavior of these piles and predict their in-service strength, a series of detailed nonlinear 3-D finite element (FE) analyses were performed. In addition, simplified 2-D nonlinear Winkler beam models were developed to evaluate their ability to predict failure. The modeling techniques were calibrated through simulation of experimental test specimens and shown to be capable of capturing the behavior of prestressed hollow core concrete piles
Interpretation of geotechnical properties of cement treated soils by Balasingam Muhunthan( Book )
2 editions published in 2008 in English and held by 7 libraries worldwide
This study first presents a critical examination of the use of various additives on soil improvement projects. It then presents a comprehensive examination of the effectiveness of cement treatment on geotechnical properties of soils from Aberdeen, Everett, and Palouse regions from the state of Washington. The addition of cement was found to improve the drying rate, workability and compaction characteristics of the soils
Evaluation of dowel bar retrofit for long-term pavement life in Washington State by Linda M Pierce( Book )
2 editions published in 2009 in English and held by 7 libraries worldwide
The outcomes of this study include guidelines for dowel bar retrofit project selection and construction best practices, a summary of dowel bar retrofit performance in Washington State, and estimated dowel bar retrofit project costs
The impacts of tolling on low-income persons in the Puget Sound Region by Robert D Plotnick( Book )
2 editions published in 2009 in English and held by 7 libraries worldwide
Retrofit of rectangular bridge columns using CFRP wrapping ( Book )
2 editions published in 2008 in English and held by 6 libraries worldwide
This study investigated retrofitting measures for improving the seismic performance of rectangular columns in existing bridges. Experimental tests were conducted on 0.4-scale column specimens which incorporated details that were selected to represent deficiencies present in older bridges in Washington State. Two unretrofitted specimens were tested to examine the performance of the as-built columns incorporating lap splices at the base of the columns and deficient transverse reinforcement. Five columns were retrofitted with carbon fiber reinforced polymer (CFRP) composite wrapping and one specimen was retrofitted with a steel jacket. The specimens were subjected to increasing levels of cycled lateral displacements under constant axial load. Specimen performance was evaluated based on failure mode, displacement ductility capacity and hysteretic behavior. For retrofitting of rectangular columns, it is recommended that oval-shaped jackets be used whenever possible
ITS evaluation framework-- phase 2 continuation (2009) : seventeen projects by Peter M Briglia( Book )
2 editions published in 2009 in English and held by 6 libraries worldwide
This report documents the results of applying a previously developed, standardized approach for evaluating intelligent transportation systems (ITS) projects to 17 ITS earmark projects. The evaluation approach was based on a questionnaire to investigate technical, management, and organizational lessons learned. The report includes 15 evaluation reports for the 17 ITS projects. Each report includes a discussion of the following: Background; Project description; System usage and benefits; Cost, operations and maintenance; Architecture and standards; and Lessons learned. Most of the lessons learned in this evaluation phase were similar to those documented in previous evaluations
Evaluation of current practices of reclaimed asphalt pavement/virgin aggregate as base course material by Eric J McGarrah( Book )
2 editions published in 2007 in English and held by 6 libraries worldwide
Due to the possible reduction in product and construction cost by using reclaimed asphalt pavement (RAP) as base course in addition with increasing requests by contractors to do so, WSDOT is investigating the possibility of blending RAP with virgin material for use as a base course material. This report analyzes existing studies that have examined the properties and performances of 100% RAP mixtures as well as RAP/virgin aggregate blends. In addition, this report includes a survey of 12 state DOT's detailing current practices regarding the use of RAP as base course and any corresponding specifications and testing procedures
Use of recycled concrete aggregate in PCCP : literature search by Keith W Anderson( Book )
2 editions published in 2009 in English and held by 6 libraries worldwide
Assessment of the I-5 Portland cement concrete pavements in King County : executive summary ( Book )
2 editions published in 2009 in English and held by 5 libraries worldwide
Use of the maturity method in accelerated PCCP construction : contract 6473, I-5, 36th St. vic. to SR-542 PCCP rehab., contract 6886, I-5, James Street vicinity to Olive Way contract 6916, I-205, SR-500 to I-5 PCCP rehab. and dowel bar retrofit ( Book )
2 editions published in 2009 in English and held by 5 libraries worldwide
This report describes the maturity concept and its application on three case studies on actual construction projects. The three were all paving projects in the state of Washington, one a complete rebuild of a section of I-5 in downtown Seattle, and the other two panel replacements, one on I-5 in Bellingham and the other on I-205 in Vancouver. The study found that maturity is a useful tool for determining the strength of the pavement and allowing early opening of the roadway to traffic
De-bonding of hot mix asphalt pavements in Washington State : an initial investigation by Stephen T Muench( Book )
2 editions published in 2008 in English and held by 5 libraries worldwide
Recent evidence in Washington State indicates that de-bonding of HMA surface layers may become a significant problem. De-bonding describes a condition where adjacent layers of HMA lose adhesion to one another and can become separated. Typically, design and construction practice is to build in a certain amount of bonding, however the appropriate amount, testing and techniques are still under debate. For WSDOT pavements, which are generally thick and long-lasting, this de-bonding is thought to be more prevalent between the surface layer (usually applied as a preservation overlay) and underlying layers. This de-bonding may contribute to early failure of the HMA pavement surface layer, which can increase pavement preservation costs. This study gathers initial evidence on debonding in Washington State and attempts to define the problem scope and potential performance impacts. Specifically it attempts (1) determine if de-bonding occurs, (2) identify possible de-bonding mechanisms, (3) define the scope of de-bonding in WSDOT pavements, (4) determine de-bonding impacts on pavement performance, and (5) identify the role of tack coats in de-bonding
Dowel bar retrofit-- do's and don'ts by Linda M Pierce( Book )
2 editions published in 2009 in English and held by 5 libraries worldwide
This updated report documents construction and inspection guidelines for the successful construction of a dowel bar retrofit project. Original project report published in 2003 (WA-RD 576.1)
Evaluation of Portland cement concrete pavement with high slag content cement : contract 7064, SR-543, I-5 to international boundary widening, MP 0.20 to MP 1.09 ( Book )
2 editions published in 2009 in English and held by 5 libraries worldwide
The performance of a section of concrete pavement built with 30% Ground Granulated Blast Furnace Slag (GGBFS) is compared to a control section of concrete pavement built with 25% GGBFS to determine if the higher slag content pavement is more resistant to wear from studded tires. This report details the construction of the pavement, construction quality control tests, and initial base line wear, friction, and smoothness results
Evaluation of liquefaction hazards in Washington State by Steven Lawrence Kramer( Book )
2 editions published in 2008 in English and held by 4 libraries worldwide
This report describes the results of a detailed investigation of improved procedures for evaluation of liquefaction hazards in Washington State, and describes the development and use of a computer program, WSliq, that allows rapid and convenient performance of improved analyses. The report introduces performance-based earthquake engineering (PBEE) concepts to liquefaction hazard evaluation. PBEE procedures have been developed and implemented for evaluation of liquefaction potential, lateral spreading displacement, and post-liquefaction settlement. A new model for estimation of the residual strength of liquefied soil was also developed. The WSliq code was developed to have broad capabilities for evaluation of liquefaction susceptibility, liquefaction potential, and the effects of liquefaction. It provides new methods for dealing with the magnitude-dependence inherent in current procedures, and makes the common "magnitude selection" problem moot via a new multiple-scenario approach and through the use of PBEE procedures
Quantifying incident-induced travel delays on freeways using traffic sensor data. final research report by Yinhai Wang( Book )
3 editions published between 2010 and 2011 in English and held by 1 library worldwide
To quantify incident-induced delay (IID) over a regional freeway network using existing traffic sensor measurements, a new approach for IID estimation was developed in this study. This new approach combines a modified deterministic queuing diagram with short-term traffic flow forecasting techniques to overcome the limitation of the zero vehicle-length assumption in the traditional deterministic queuing theory. A remarkable advantage with this new approach over most other methods is that it uses only volume data from traffic detectors to compute IID and hence is easy to apply. Verification with the video-extracted ground truth IID data found that the IID estimation errors with the new approach were within 6 percent for the two incident cases studied
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
Evaluation of long-term pavement performance and noise characteristics of the next generation concrete surface ( Book )
3 editions published between 2011 and 2014 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
Impacts of VMT reduction strategies on selected areas and groups by Daniel Carlson( file )
2 editions published in 2010 in English and held by 0 libraries worldwide
Plug-in electric vehicle action tool ( file )
2 editions published in 2013 in English and held by 0 libraries worldwide
Summary of WA-RD 801.1 report
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Associated Subjects
Aggregates (Building materials) Asphalt emulsion mixtures--Evaluation Columns, Concrete--Maintenance and repair Communication in local transit Concrete bridges--Foundations and piers--Maintenance and repair Disabled vehicles on express highways Dowels Earthquake engineering--Research Earthquake hazard analysis Fills (Earthwork) Finite element method--Data processing Highway communications Hybrid electric vehicles Intelligent transportation systems Pavements, Asphalt concrete--Maintenance and repair Pavements, Asphalt--Design and construction Pavements, Asphalt--Performance Pavements, Concrete Pavements, Concrete--Deterioration Pavements, Concrete--Evaluation Pavements, Concrete--Joints--Evaluation Pavements, Concrete--Joints--Maintenance and repair Pavements, Concrete--Maintenance and repair Pavements, Concrete--Performance Pavements, Concrete--Quality control Pavements, Concrete--Testing Pavements--Overlays Pavements--Overlays--Evaluation Pavements--Performance Pavements--Performance--Evaluation Poor--Transportation Portland cement--Quality control Portland cement--Testing Reinforcing bars Sealing (Technology) Soil cement--Testing Soil liquefaction Soil stabilization Studded tires Traffic congestion--Measurement Traffic estimation Traffic monitoring Transportation--Information services Transportation libraries United States--Interstate 5 Vehicle detectors Washington (State) Washington (State)--King County Washington (State)--Puget Sound Region Washington (State)--Washington State Route 543
Alternative Names

controlled identity Washington (State). Department of Transportation

Washington (State). Department of Transportation. Research and Library Services, Office of
Washington (State). Dept. of Transportation. Office of Research and Library Services
English (42)
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