Abstract:
This report documents the development of data collection methodologies that can be used to cost effectively measure truck movements along specific roadway corridors selected by transportation agencies in Washington State. The intent of this study was to design and test methodologies that could be used to measure the performance of freight mobility roadway improvement projects against benchmarks, or selected standards, that would be used both as part of the project selection process and to report on speed and volume improvements that resulted from completed freight mobility projects. One technology tested was Commercial Vehicle Information System and Networks (CVISN) electronic truck transponders, which are mounted on the windshields of approximately 20,000 trucks in Washington. By using software to link the transponder reads from sites anywhere in the state, the transponder-equipped trucks could become a travel-time probe fleet. The second technology tested involved global positioning systems (GPS) placed in volunteer trucks to collect specific truck movement data at 5-second intervals. With GPS data it was possible to understand when and where the monitored trucks experienced congestion and to generate useful performance statistics. The study found that both data collection technologies could be useful; however, the key to both technologies is whether enough instrumented vehicles pass over the roadways for which data are required. This basic condition affects whether the technologies will be effective at collecting the data required for any given benchmark project. The report also recommends the traffic data that should be collected for a benchmark program and the potential costs of using either data collection technology.

Authors:
McCormack,E. D., Hallenbeck,M. E.

Keywords:
agencies, commercial vehicle, condition, congestion, construction, corridors, cost, costs, data, data collection, design, development, freight, freight mobility, freight movement reliability, global positioning, global positioning systems, GPS, improvement, methodology, mobility, networks, performance, positioning, probe program, project, research, roadway, software, speed, statistics, Study, System, systems, technology, traffic, traffic data, transportation, travel time, truck, truck monitoring, trucks, volume, Washington, Washington state

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/607.1.pdf http://wsdot.wa.gov/Research/Reports/600/607.1.htm

Abstract:
In 2003, the Washington State Department of Transportation (WSDOT) initiated a research effort to develop and test a methodology for estimating congestion delay on Seattle area freeways. The initial phase of the research developed a preliminary methodology for both measuring congestion and assigning that congestion to specific lane blocking incidents. In Phase 2 of this study, that methodology was automated and extended to include an examination of the effects of incidents occurring on the shoulders of the freeway, spillback from incident-caused congestion on one freeway that affects a second freeway that feeds traffic onto the initially congested facility, special events, and weather. Because funding for this effort was extremely limited, only three corridors (with both directions analyzed independently) and two months of data were analyzed. The project found that the Phase 1 methodology works well in assigning traffic congestion that occurs in the immediate time frame and geographic location of incidents to those incidents. It also showed that this process can be automated, making the data preparation effort now the primary determinant of the cost of additional work of this kind. Unfortunately, even with the addition of shoulder incidents, special events, and weather to lane blocking events, the automated process is unable to assign a significant proportion of the non-recurring delay occurring on Seattle freeways. The detailed analysis of freeway performance showed that much of the delay caused by specific incidents occurs in places or at times removed from the incident itself. The result is that much of the observed non-recurring delay can not be assigned to specific causes by the current analytical process. New analytical procedures will need to be developed in Phase 3 of this work. The Phase 2 analysis also confirmed that the congestion effects of specific incidents and other traffic disruptions are highly dependent on the background traffic conditions at the time of the disruption. While the Phase 2 analysis did not produce all of the results desired, the additional analyses showed that the summary statistics output from the Phase 2 software are useful as input to other analytical procedures.

Authors:
Kopf,J., Nee,J., Ishimaru,J. M., Hallenbeck,M. E.

Keywords:
congestion causes, freeway performance, traffic congestion, Washington, Washington state, transportation, WSDOT, research, methodology, congestion, seattle, freeway, developed, incident, Study, effects, traffic, facilities, corridors, data, project, cost, analysis, performance, in-place, condition, statistics, software

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/619.1.pdf http://wsdot.wa.gov/Research/Reports/600/619.1.htm

Abstract:
This research addresses the understanding of, and need for, load spectra in future pavement design procedures and as a stepping stone toward more complete pavement design. The primary objective of this project was to develop truck axle load spectra for Washington State. To do this, axle load data collected at WIM stations throughout Washington State were used. The developed load spectra encompass the principal truck axles on the roadway network: single, tandem, and tridem. Achieving this objective allows the Washington State Department of Transportation, or any state highway agency with analogous traffic patterns, to accommodate the requirements of the 2002 Design Guide, developed through NCHRP Project 1-37A. A secondary objective of this project was to determine whether ESALs obtained from the developed load spectra are significantly different from historical values. Because the developed load spectra are transformable to ESALs, state highway agencies that decide not to use the new guide can still choose to employ the ESALs produced with the load spectra. The project concluded that the developed load spectra are reasonable. For single axles they are comparable to the 2002 Design Guide and MnROAD defaults. For tandem and tridem axles, they are slightly more conservative than defaults of the 2002 Design Guide and MnROAD, but they are still within reason. In addition, the ESALs per vehicle class associated with the developed load spectra are comparable to Washington State historical ESALs for vehicle classes 9, 10, and 13. The use of the newly developed ESALs per vehicle will generally increase design ESALs, but that increase will be due to inclusion of the less predominant vehicle classes (4, 6, 7, 8, and 11).

Authors:
Al-Yagout,M. A., Mahoney,J. P., Pierce,L., Hallenbeck,M. E.

Keywords:
agencies, axle, data, design, developed, development, equivalent single axel load, ESAL, highway, load spectra, pavement, pavement design, performance, project, research, roadway, single axle, traffic, transportation, truck, Washington, Washington state, weigh-in-motion, WIM

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/600.1.pdf http://wsdot.wa.gov/Research/Reports/600/600.1.htm

Abstract:
The Falling weight deflectometer test (FWD) is a commonly used method for the evaluation of the structural performance of pavement systems. In the FWD test, a large weight is raised off the ground and dropped onto a rubber loading pad creating an impulse load representative of the real loading imposed by heavy traffic on the pavement. The excitation produced by the loading sets off waves in the pavement and underlying soil. Deflection time histories are gathered by an array of sensors placed at several nearby locations. The traditional method for interpreting the FWD data to backcalculate structural pavement properties, involves extracting the peak deflection from each displacement trace of the sensors (deflection basin) and matching it through an iterative optimization method to the deflections predicted by a static model of the pavement. This approach is computationally efficient; and when the depths of the layers are known, and their properties are largely homogeneous with depth, the procedure is effective in backcalculating layer properties. However, when the depths are uncertain or when the moduli vary within a layer, the static backcalculation scheme may not yield reliable results.The goal of this study is to investigate the feasibility and effectiveness of using the complete time history of the FWD test to overcome some of the limitations of the static backcalculation procedure, and recover pavement layer moduli distribution and thickness. The problem is also formulated as a numerical minimization problem, where the unknowns are the resilient moduli of thin "computational layers" that discretize the profile. Our initial finding is that this optimization formulation regularized by constraints on the magnitude and spatial gradient of the moduli, coupled with a continuation scheme for imposing the regularization terms, can overcome the ill-posedness nature or the original optimization problem. The computational effort for solving this inverse problem, however, is very significant as it requires repeated calls to the expensive forward problem: an elastodynamic simulation in stiff heterogeneous media. Additional work is needed to speed up the forward problem to be able to perform a more comprehensive evaluation with field data.

Authors:
Turkiyyah,G. M.

Keywords:
research, falling weight deflectometer, weight, evaluation, performance, pavement, systems, traffic, data, moduli, profile, speed

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/586.1.pdf http://wsdot.wa.gov/Research/Reports/500/586.1.htm

Abstract:
High occupancy vehicle (HOV) lanes, also known as carpool lanes and diamond lanes, are designated for use by carpoolers, transit riders, ride sharers and motorcyclists that meet the occupancy requirement. By restricting access, the HOV lanes benefit users by allowing them to travel the freeway system at a faster speed, thus saving time, and experiencing greater time reliability in comparison to motorists on general purpose (GP) lanes. To accurately evaluate the system's effectiveness, a state policy requires an annual HOV system report to document system performance, examining the HOV lanes' person-carrying capability, travel time savings, and trip reliability benefits in comparison to adjacent GP lanes. HOV lane violation rates are also evaluated. This report describes the results of an extensive monitoring effort of HOV lane use and performance in the Puget Sound area in 2002. It presents an analysis of data collected to describe the number of people and vehicles that use HOV lanes, the reliability of the HOV lanes, the travel time savings in comparison to GP lanes, violation rates and public perceptions. This information is intended to serve as reliable input for transportation decision makers and planners in evaluating the impact and adequacy of the existing HOV lane system in the Puget sound area, and in planning for other HOV facilities. This is volume 1 of a two-volume set. Volume 2 provides an overview of major trends in HOV lane performance by comparing data presented in the 2000 HOV Performance Report.

Authors:
Nee,J., Ishimaru,J. M., Hallenbeck,M. E.

Keywords:
analysis, benefit, benefits, carpool, data, facilities, freeway, GP lanes, high occupancy, high occupancy vehicle, HOV, HOV facilities, HOV lanes, HOV performance, monitoring, occupancy, performance, performance monitoring, planning, policy, public, reliability, research, speed, transit, transportation, travel time, violation, volume

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/584.2.pdf http://wsdot.wa.gov/Research/Reports/500/584.2.htm

Abstract:
This report documents the development of data collection methodologies that can be used to cost effectively measure truck movements along specific roadway corridors selected by the Freight Mobility Strategic Investment Board (FMSIB.) The intent of this study was to design and test methodologies that could be used to measure the performance of freight mobility roadway improvement projects against benchmarks, or selected standards, which would be used both as part of the project selection process and to report on speed and volume improvements that resulted from completed FMSIB projects. One technology tested was Commercial Vehicle Information System and Networks (CVISN) electronic truck transponders, which are mounted on the windshields of approximately 20,000 trucks traveling in Washington. These transponders are used at weigh stations across the state to improve the efficiency of truck regulatory compliance checks. By using software to link the transponder reads from sites anywhere in the state, the transponder-equipped trucks could become a travel time probe fleet. The second technology tested involved global positioning systems (GPS) placed in volunteer trucks recruited for this project to collect specific truck movement data at 5-second intervals. With GPS data it was possible to understand when and where the monitored trucks experienced congestion. By aggregating this information over time, it was possible to generate performance statistics related to the reliability of truck trips, and even examine changes in route choice for trips between high volume origin/destination pairs. The study found that both data collection technologies could be useful; however, the key to both technologies is whether enough instrumented vehicles pass over the roadways for which data are required. This basic condition significantly affects whether the transponder and GPS technologies will be effective at collecting the data required for any given FMSIB benchmark project . The report also recommends the traffic data that should be collected for a benchmark program and the potential costs of using either data collection technology.

Authors:
McCormack,E. D., Hallenbeck,M. E.

Keywords:
freight movement reliability, truck monitoring, development, data, data collection, methodology, cost, truck, roadway, corridors, freight, freight mobility, mobility, design, performance, speed, volume, commercial vehicle, networks, trucks, Washington, software, travel time, probe, global positioning, global positioning systems, positioning, systems, GPS, congestion, statistics, reliability, condition, traffic, traffic data, program, costs

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Abstract:
This project performed extensive study and systematic research on the application of the Highway Development and Management system (HDM-4) to the Washington State Department of Transportation (WSDOT) highway system. Data processing, testing, calibration, and analysis were executed to provide the WSDOT with a new budget planning tool. HDM-4 flexible pavement deterioration models were calibrated with the assistance of the Washington State Pavement Management System. A method to calibrate concrete pavement distress models is proposed. This research also explored the application of HDM-4 analysis at the project, program, and strategic levels. The applications include prediction of pavement conditions during a defined analysis period, calculation of required budgets for optimal pavement conditions and maximum economic indicators, establishment of optimized work programs under varying levels of constrained budgets, and other applications for WSDOT.

Authors:
Li,J., Muench,S. T., Mahoney,J. P., Pierce,L., Sivaneswaran,N.

Keywords:
HDM-4, models, pavement maintenance, pavement management, pavement performance, Pavement preservation, vehicle operating costs, research, highway, development, management, management system, Washington, Washington state, transportation, WSDOT, data, calibration, analysis, planning, pavement, deterioration, concrete, program, applications, prediction, condition, indicators

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/588.1.pdf http://wsdot.wa.gov/Research/Reports/500/588.1.htm

Abstract:
The intent of this project was to develop retroreflectivity degradation curves for roadway pavement markings. To accomplish this objective, this study utilized a vehicle-mounted Laserlux retroreflectometer to take measurements on approximately 80 test sections throughout Washington state. The resulting retroreflectivity values from roadways with similar average annual daily traffic (AADT) and environments displayed a significant amount of variability. Best-fit trendlines were extrapolated to determine when each category of paint would fall below a selected minimum threshold of 100 mcd/m2/lux and require repainting.Unfortunately, given the variability of the data observed to date, it may not be possible, even with the collection of more data, to create striping performance predictions that have a high level of statistical confidence. According to that schedule, long line painted markings should be painted at least once a year, and heavy wear, long line pavement markings should be painted at least twice a year.

Authors:
Kopf,J.

Keywords:
degradation curves, Laserlux retroreflectometer, pavement, pavement markings, retroreflectivity, roadway, Washington, Washington state, traffic, environment, data, performance, prediction, line

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/592.1.pdf http://wsdot.wa.gov/Research/Reports/500/592.1.htm

Abstract:
This research study was conducted to evaluate the in-service performance of existing guardrail end treatments and unrestrained pre-cast concrete barrier in Washington State. For a selected area of the state highway system over a one-year period, local area maintenance personnel were tasked to document incidents, including extent of damage and repair costs, into a database using NCHRP Project 22-13 methodology. Additional information (accident severity, e.g.) from police reports was gathered from the incidents and added to the database. The installation characteristics measured for Breakaway Cable Terminals (BCT) and Slotted Rail Terminals (SRT), along with the related crash data for these devices, showed overall acceptable performance when struck. Review of the incident severities, together with the displacement and damage data on struck barriers in the study area, revealed no significant difference in BCT and SRT performance. The installation, damage, and displacement characteristics examined on struck concrete barrier showed that the pin and loop connections were holding well in incidents, and the barrier displacements during incidents were within the WSDOT design specification for such systems.

Authors:
Igharo,P. O., Murphy,J., Glad,R. W.

Keywords:
performance, guardrail, Washington, Washington state, guardrail end treaments, breakaway cable terminal (BCT), roadside safety, slotted rail terminal (SRT), research, end treatment, precast concrete, concrete, concrete barrier, highway, maintenance, incident, damage, repair, costs, cost, database, methodology, accident severity, data, barriers, WSDOT, design, specification, systems

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/580.1.pdf http://wsdot.wa.gov/Research/Reports/500/580.1.htm

Abstract:
This report identifies the key issues that must be considered by state and other highway operating agencies in selecting traffic equipment for collecting the truck volumes and load spectra needed for analysis and design of pavement structures. The report also identifies steps that must be taken to ensure that the equipment performs appropriately and that, as a consequence, the data collected accurately describe the vehicles being monitored. The report is a useful resource for state personnel and others involved in the planning and design of highway pavements and structures.

Authors:
Hallenbeck,M. E., Weinblatt,H.

Keywords:
analysis, data, design, highway, pavement, pavements, structures, traffic, truck, volume, Miscellaneous Library

Abstract:
The purpose of this research was to explore the relationship between roadway and roadside accidentrates for Washington State highways to improve the Washington State Department of Transportation's(WSDOT) process of modeling roadway and roadside accident rates and to arrive at possible improvements in the efficiency of WSDOT's safety project programming process.The project tested the use of the seemingly unrelated regression estimation (SURE) model to modelthe roadway and roadside simultaneously. The theoretical advantage of the SURE approach is that it does not impose any a priori assumptions on the explicit linkage between roadway and roadside accident rates, and there is no theoretical support for explicit linkage, either. The data used to derive this model were from a random sample of 500 one-mile sections from the Washington State highway system. Traffic dataincluded traffic volumes, truck compositions, AADT, traffic speeds, and other relevant information.Geometric data included lane, shoulder, median, curve, and intersection information. Historical weather data such as monthly precipitation and temperature were collected from the National Oceanic and Atmospheric Administration database.In comparing significant explanatory variables between the roadway accident rate and roadsideaccident rate models, very few variables were common. This confirms that it is preferable to specifyseparate functional forms for roadway and roadside accident rates. Empirical results indicated thatcorrelation between roadway and roadside accident rates was insignificant, indicating that efficiency gainsfrom the SURE model would be minimal. The important finding from a programming standpoint is thatjointly modeling the roadway and roadside simultaneously would not result in significant efficiencyimprovements in comparison to the current state-of-the-practice in Washington State.

Authors:
Chayanan,S., Nebergall,M., Shankar,V., Juvva,N., Ouyang,Y.

Keywords:
roadway, roadside, accident rates, safety programming, research, Washington, Washington state, highway, transportation, WSDOT, modeling, safety, regression, linkage, data, traffic, traffic data, volume, truck, speed, median, temperature, database, models

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/562.1.pdf http://wsdot.wa.gov/Research/Reports/500/562.1.htm

Abstract:
This summary report presents an overview of the level of traveler usage (e.g., how many vehicles use the freeways) and travel performance (e.g., how fast they are traveling, where and how often congestion ocurs) on the principal urban freeways in the central Puget Sound area. The freeways studied in this project are managed by the Washington State Department of Transportation (WSDOT) using its FLOW system, a coordinated network of traffic monitoring, measuring, information dissemination, and control devices that operates on urban state and Interstate highways in the central Puget Sound region. Data presented in this report were collected by the WSDOT's freeway surveillance system. The project that led to this report is intended to meet two separate purposes: 1) to enhance WSDOT's ability to monitor and improve its traffic management efforts on Seattle-area highways, and 2) to provide useful information to the public and decision makers about the status of the freeway system's operational performance. This report is primarily intended to meet the second of these objectives. However, the software developed to assist in freeway data analysis for this project and many of the graphics presented in this report are directly applicable to the first objective.

Authors:
Avery,R. P., Ishimaru,J. M., Nee,J., Hallenbeck,M. E.

Keywords:
analysis, Archived Data User Services (ADUS), congestion, congestion monitoring, control, data, flow, freeway, freeway performance, highway, information dissemination, ITS, management, monitoring, performance, public, research, surveillance, traffic, traffic management, traffic monitoring, transportation, urban, Washington, Washington state, WSDOT

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/563.1.pdf http://wsdot.wa.gov/Research/Reports/500/563.1.htm

Abstract:
The pervasive problem of restoring fish runs to their natal streams is characterized in many regions of Washington by improperly placed culverts. The replacement of these fish migration barriers requires knowledge of design flows: floods for structural safety and migration season high and low flows. High flows block fish passage with velocities that exceed their swimming capabilities. During low flows, the migration barrier is caused by a lack of enough water depth to support the bodies of the fish. The estimation of these fish passage and safety flows in ungaged streams is impeded in eastern Washington due to: the wide range of conditions (5 to 110 inches per year of precipitation); diverse geology and soils; a lack of stream-gaging stations with long-term records; changes in land use; and the seasonal impacts of irrigation diversions and well on the remnant flows. Past efforts to estimate these flows have not been successful. Therefore, the WSU project was undertaken to model the high migration season flow in all of eastern Washington. In addition, WSU established 20 stream-gaging stations on salmon streams along the east side of the Cascade Mountains plus the Blue Mountains. Our complementary project was developed to estimate other design flows in the Water Resource Inventory Areas and 49, in which the WSU gage sites are located. United States Geological Survey (USGS) gage records in those (and in and 47) were used to develop our models that estimate the following statistical flows: 100-year, 25-year and 2-year daily and peak floods; the average annual flow and its variability; ranges of mean monthly flows (maximum, average and low); the 7-day average, 2-year, 10-year, 20-year low flow; and the 30- and 60-day average low flows. The model results are, for the most part, very good. The standard error of estimate ranges are: for floods, 2 -37%; average annual flow, 10-37%; maximum annual flow, 6 -14%; annual flow, 13 -23%; and flows, 3 -22%. Monthly average flows reflected the strong influences of seasonal variability and irrigation withdrawals: due to winter frozen Iowa flows (3%)in the Entiat,-Wenatchee Region, and August low flows (242%) in the Blue Mountains due to irrigation. All flow estimation equations were based on USGS stream-gaging data from continuous located in the located in the WRIA'S.

Authors:
Orsborn,J. F., Orsborn,M. T.

Keywords:
Annual, barrier, barriers, condition, culvert, culverts, data, design, design flows, developed, equations, Error, fish, fish passage, flood, flow, hydrologic models, impact, impacts, ITS, land use, land-use, model, models, project, safety, salmon, season, seasonal, soil, structural safety, survey, velocity, Washington, winter

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/545.2.pdf http://wsdot.wa.gov/Research/Reports/500/545.2.htm

Abstract:
This report documents the findings of the evaluation of the North Seattle Advanced Traffic Management System (NSATMS) Project. The evaluation was originally designed to analyze the potential transportation benefits and costs of a regional arterial traffic data sharing system that would obtain traffic signal system information (volumes, signal timing plans, etc.) from participating agencies and then share the data among those agencies. The operational goal was to allow each agency to make better control decisions by providing it with real-time knowledge of traffic conditions outside of its own control system boundaries. Because of a series of technical and project management issues, the system as originally envisioned was not successfully implemented. As a result, this evaluation does not include an analysis of direct operational benefits. It does, however, include a discussion of the expected institutional benefits, as well as an extensive "lessons learned" section based on the project team's review of the NSATMS effort. Of particular note were the importance of effective and ongoing lines of project communication, and the critical need to properly evaluate the fundamental nature of the project and provide a well-matched project management structure. The lessons learned from this project provide instructive guidelines for those who are contemplating future ITS system development efforts of comparable scope and complexity. Despite the limited successes of the NSATMS effort, the evaluation team found continued support for the regional arterial ATMS concept within the Puget Sound region. Follow-on research that contributes to a better understanding of the benefits, costs, and technical requirements of an arterial traffic management system is desired by many of the project participants.

Authors:
Ishimaru,J. M., Hallenbeck,M. E.

Keywords:
intelligent transportation systems, advanced traffic management systems, arterial signal control systems, traffic control strategies, Archived Data User Services (ADUS), data sharing, evaluation, seattle, advanced traffic management systems, traffic, traffic management, management, management system, transportation, transportation benefit, benefits, benefit, costs, cost, arterial, traffic data, data, volume, control, condition, ITS, project management, analysis, line, development, ATMS, research

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/555.1.pdf http://wsdot.wa.gov/Research/Reports/500/555.1.htm

Abstract:
The overall purpose of this report was to scope the structure and focus of a new EWITS-II project to insure statewide coverage. This was done by reviewing the successful EWITS output and interviewing users, planners and decision makers in the state, emphasizing emerging needs and improvement options.SFTA, the result of the scoping, is a statewide research and implementation project designed to analyze existing conditions and recommend enhancements to the freight mobility transportation system in Washington State. SFTA will be funded at $1.8 million over a six-year period. Specific study initiatives identified are Trade and Traffic Flows, Freight Corridor Identification, Strategic Resource Access Road Network, New Databases, Shortline Railroad issues and Adaptive Research Management.

Authors:
Casavant,K. L.

Keywords:
SFTA, EWITS, planning, data, adaptive research management

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Abstract:
A new design methodology for estimating reinforcement loads in reinforced soil walls, termed the K 0-Stiffness Method, has been developed. This new method has been demonstrated to more accurately estimate reinfocement loads and strains in reinforced soil walls than do current design methodologies. Step-by-step procedures are provided to lead the designer through the reinforced soil wall internal stability design process using this new methodology. These step-by-step design procedures have been developed with a limit states design approach consistent with current design codes (in North America this is termed Load and Resistance Factor Design, or LRFD). Specifically, consideration has been given to strength and serviceability limit states. Load and resistance factors, based on statistical data where feasible, have been developed for use with this method. The results of examples from actual wall case histories were summarized and analyzed to assess how well the new methodology performs relative to current design practice. From this analysis of the design examples, the following was observed: For geosynthetic walls, the K 0-Stiffness Method has the potential to reduce required backfill reinforcement capacity relative to current design methodology by a factor of 1.2 to 3. For steel reinforced soil walls, the reduction in the reinforcement capacity relative to what is required by current design methodology is more modest, on the order of 1.0 to 2.1. Given these findings, use of the K 0-Stiffness Method can result in substantial cost savings, especially for geosynthetic walls, because of reduced reinforcement needs.

Authors:
Allen,T. M., Bathurst,R. J.

Keywords:
reinforcement, walls, loads, strains, creep, design, research, methodology, soil, developed, stability, design process, codes, North, resistance, strength, data, analysis, geosynthetic, steel, cost

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External Links: http://www.wsdot.wa.gov/research/reports/fullreports/528.1.pdf http://wsdot.wa.gov/Research/Reports/500/528.1.htm

Abstract:
The Washington State Pavement Management System (WSPMS) offers an organized methodology that WSDOT decision makers use to determine optimum strategies for providing and maintaining pavements in a serviceable condition over a given period of time. It also helps improve decision-making efficiency, provide feedback on the consequences of decisions, and ensure the consistency of decisions made at different management levels within WSDOT. Unfortunately, it is not possible, by simply scanning the WSPMS, to pinpoint reasons why pavement sections made of the same general surface materials and subjected to similar traffic and climatic conditions differ in performance. What the WSPMS can do is assist engineers in developing a candidate list of pavement sections with superior and inferior performance. Common characteristics that linkmultiple pavement sections are of particular interest, in part because they may reflect a common practice(e-g., nighttime construction) that leads to superior or inferior performance.This study undertook various extensive analyses and comparisons to help illustrate common attributes of Washington state pavements with superior and inferior performance. The research also reviewed field performance data for Interstate 90 within the 1999 version of the WSPMS. The purpose was to examine all pavement segments on the 480 km of Interstate 90 within Washington state.Reducing variability will allow WSDOT to produce more consistent pavement performance and will allow increasingly effective planning and forecasting. An almost certain byproduct of this increased planning effectiveness will be a more efficient allocation of available funding.

Authors:
Baker,M. J., Mahoney,J. P.

Keywords:
Assessment, condition, construction, data, effectiveness, forecasting, management, management system, materials, methodology, pavement, pavement management, pavement performance, pavement section, pavements, performance, planning, research, superior inferior, System, traffic, Washington, Washington state, WSDOT

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Abstract:
The SWIFT (Seattle Wide-area for Travelers) project was a field operational test of a wide area ITS communications system using a flexible FM sub-carrier High Speed Data System (HSDS). The test was conducted in a partnership with WSDOT, King County Metro Transit, Delco Electronics, Inc., IBM, Seiko Communications Systems, Metro Traffic Control and the Federal Highway Administration. Three devices were used, by the public, to receive the traveler a Delco car radio (capable of providing vector navigation in addition to personal paging and the messages); a Seiko wrist watch pager; and a portable computer (capable of providing graphic displays of traffic advisories and bus positions). After the 15-month test, interviews with the 600 Seattle commuters/participants were conducted to assess user acceptance. A communications study evaluated the adequacy of the HSDS system to disseminate traveler information. Architecture study assessed the effectiveness of the various components to carry out SWIFT operations. institutional issues study documented the history of the project and assessed the institutional issues confronted. A deployment cost study investigated the cost of deployment of a SWIFT system and assessment of potential profitability. The first five reports in this series detail individual aspects of the project.

Authors:
Wetherby,B., Perez,W.

Keywords:
Acceptance, Assessment, bus, computer, control, cost, counties, data, Deployment, effectiveness, evaluation, highway, Institutional, interviews, Issues, ITS, Miscellaneous Library, paging, portable computer, project, public, seattle, speed, Study, SWIFT, System, systems, traffic, traffic advisories, traffic control, transit, traveler information, WSDOT

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Abstract:
Recently, WSDOT acquired a non-nuclear, non-destructive, density measuring device manufactured by TransTech called a Pavement Quality Indicator (PQI). TransTech's PQI measures pavement density indirectly by measuring its dielectric constant. A non-nuclear gauge is advantageous because it contains no radioactive source and is therefore not subject to radiological controls, and it can obtain readings in about 5 seconds versus to 4 minutes with a nuclear gauge. Currently, TransTech is collecting data from different agencies to determine the suitability for measuring asphalt pavement density. This brief study presents density measurements from PQI and compares them with nuclear density gauge and core density measurements from three WSDOT 1998 paving projects. This evaluation was a secondary study to 1998 study Asphalt Concrete Temperature in Washington State; therefore this study's experimental design was based entirely on the Temperature study requirements, which resulted in non-random samples and multiple populations within the same sample groups. Despite these problems, results indicate that, when averaged, PQI readings compare favorably with both nuclear measurements and core measurements.

Authors:
Muench,S. T., Mahoney,J. P., Cawley,B.

Keywords:
agencies, asphalt, asphalt concrete, asphalt pavement, concrete, control, core densities, data, density, design, evaluation, experimental, group, indicator, ITS, nuclear gauge, pavement, pavement quality, pavement quality indicator, population, project, quality, Study, temperature, Washington, Washington state, WSDOT

Abstract:
Funded by the 1987 Intermodal Surface Transportation Efficiency Act, the Strategic Highway Research Program (SHRP), was a five year, $150 million research program to improve the performance of the nation's roads by addressing four key areas: concrete and structures; highway safety and maintenance; asphalt; and long-term pavement performance. Nearly one-third of the $150 million was allocated for the study of asphalt, specifically to develop performance based specifications that would relate material properties of the binder and the mix to field performance. Superpave (Superior PERforming asphalt PAVEments) encompasses the products of the SHRP asphalt research program and consists of three interrelated elements: an asphalt binder specification with supporting tests; a mix design and analysis system with supporting tests; and performance prediction models. This report is a compilation and synthesis of Washington DOT's (WSDOT) experience with selected components and concepts of the SHRP/Superpave technology to include the following: performance graded (PG) binder usage and specification validation; gyratory mix design; the Superpave Shear Test (SST); and field performance of the Superpave mixes.Binders typically specified by WSDOT (AR400OW and PBAs -2, -5, -6. -6GR) were classified in terms of five Superpave performance grades: PG 58-22; 64-22; 64-28; 64-34; and 70-28. Although data from 171 weather stations suggest that as many as 6 low- and 5 high-temperature grades could be specified, binder availability and regional pavement distress were used to develop guidelines for statewide PG usage. Three binders were recommended for use in the western, northeastern and southeastern regions of the state as follows: PG 58-22; PG 58-34; and PG 64-28, respectively. Validation of the binder specification with respect to low temperature cracking was accomplished using binder and field performance data from 28 projects. The results were very encouraging: the original SHRP algorithm for binder selection correctly "predicted" field performance in 22 of 28 cases, whereas the LTPP algorithm for binder selection correctly "predicted" field performance in 26 of 28 cases.Additionally, a laboratory experiment using the Superpave Shear Test (SST) apparatus was undertaken to test the effectiveness of binder "bumping," i.e., increasing the high temperature grade because of exceptionally high traffic volume and/or slow or standing traffic. The data clearly indicate that the SST is an effective tool for discriminating between binders and that 'bumping" may be effective in reducing pavement rutting. Permanent shear strain for specimens made with a PB 70-xx binder was only 25 to 33% of the shear strain for specimens made with a PG 58-xx binder.As originally configured, the Superpave mix design matrix included seven traffic levels and four temperature regimes for 28 possible compaction levels. Recognizing that the 28 compaction levels made for a somewhat unwieldy system, WSDOT attempted to reduce the number of compaction levels by conducting a series of mix designs at each compaction level. The results of the limited experiment suggest that it might be possible to limit the number of compaction levels required for mix design. Research by Brown et. al. (NCHRP 99) tends to confirm this as they have suggested reducing the number of compaction levels and provided more definitive guidance with respect to each level.Since 1993 WSDOT has place 44 projects which include some component of the Superp ave technology. For 17 of these projects parallel Hveem and Superpave mix designs were conducted. In 13 of the 17 cases, the Superpave design asphalt content was equal to or greater than the Hveem design asphalt content, though the difference was usually no more than 0.2%. A fundamental difference between Hveem and Superpave mix design methods is the compaction device. Data from these field projects indicate that the current kneading and gyratory compaction protocols (at least for 109 gyrations) yield similar air void contents.As noted previously, Washington DOT has placed 44 projects which involve some component of the Superpave technology. For 18 of the projects a conventional Hveem mix design was conducted using a PG binder (Hveem-PG). The remaining 26 projects were truly Superpave, i.e., the materials selection and mix design were established in accordance with the Asphalt Institute's SP2, Superpave Level 1 Mix Design. According to WSDOT practice the following numerical indices trigger maintenance: Pavement Structural Condition (PSC) 10 mm; or International Roughness Index (IRI) > 500 cnVkm. Although relatively "young", the 44 projects are performing quite well. The average values of rutting, PSC, and IRI (4, 91, and 121, respectively) are all well below the "trigger" values. With respect to rutting and PSC, the performance of Hveem-PG and Superpave projects is virtually identical. However, the ride quality of the Superpave projects is a bit rougher than the Hveem-PG binder projects: IRI of 134 for the former and 103 for the latter. The higher values of IRI measured on the Superpave projects may be the result of the typically coarser aggregate gradation or differences in construction techniques.WSDOT's Superpave experience has not been without challenges. Still, its overall experience has been very encouraging. Experimentation with the revised compaction matrix, continued use of the SST, field validation of the "bumping" experiment, and long-term monitoring of field performance will provide the necessary data to allow WSDOTs critical assessment of Superpave's technical merit and economic viability.

Authors:
Leahy,R. B., Briggs,R. N.

Keywords:
SHRP, Superpave, asphalt, intermodal, transportation, transportation efficiency, highway, research, program, performance, concrete, structures, highway safety, safety, maintenance, pavement, specifications, specification, asphalt pavement, pavements, tests, design, analysis, prediction, models, Washington, WSDOT, data, temperature, cracking, LTPP, traffic, volume, compaction, materials, condition, international roughness index, roughness, index, ride quality, quality, aggregate, construction, ITS, monitoring

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Abstract:
The Seattle Wide-area Information for Travelers (SWIFT) project was a highly successful Intelligent Transportation System (ITS) Field Operational Test (FOT) that was conducted over a four-year period from 1993 to 1997. The purpose of the project was to test the efficacy of a High Speed Data System (HSDS), or FM Sub-carrier, to disseminate incident, bus and speed congestion information via three different end-user devices: pager watch, portable computer and in-vehicle navigation device. Six hundred ninety (690) commuters, many with route- or mode-choice options, participated in the FOT and provided user-acceptance evaluations. Other evaluation components examined the system architecture, communications coverage, deployment cost and institutional issues that affected the project.The primary purpose of the SWIFT Institutional Issues Study evaluation was to collect information regarding the institutional issues (e.g., policies, jurisdictional issues, internal and external factors) that affected design, development, testing, deployment and conduct of the SWIFT Field Operational Test (FOT); determine how these issues were overcome and what lessons could be learned. A secondary purpose of the evaluation was to document the history of the SWIFT project.The methodology for the SWIFT Institutional Issues Study consisted of two sets of questionnairesand two sets of semi-structured interviews that were conducted with fourteen (14) SWIFT team memberrepresentatives at two different points during the conduct of the SWIFT FOT: about midway through the conduct of the test and after the test was completed. All SWIFT team member responses were independently collected and SWIFT institutional issues were primarily identified by determining which topics were addressed by two or more individuals. Historical information was collected from various sources throughout the project.SWIFT represents one of the first ATIS FOTs conducted in this country. Earlier tests were conducted in Orlando, FL (TravTek) and Minneapolis St. Paul (Genesis) among others, yet the SWIFT FOT appears to have extended considerably the available database of information regarding ATIS effectiveness and acceptance. The addition of real-time bus information, in particular, has set the SWIFT FOT apart from others already conducted.One of the significant aspects of the SWIFT teaming agreement was the long-term interest in ITS and commitment of the organizations involved. For instance, the majority of the SWIFT team members articulated a long-term interest in ITS deployments. In addition, three organizations-Seiko, Etak and Metro Traffic Control-+ommitted themselves to fielding a \"SWIFT-like\" system after the project was completed. This degree of interest and commitment resulted in all of the SWIFT team members working together in a very effective, cooperative fashion throughout the FOT.A critical organizational structure that was instituted to implement SWIFT was the weeklyteleconference. This simple, yet cost-effective method of managing and discussing the technicalissues involved with the project was attributed by many of the SWIFT team members to aprimary instrument of the project\'s success. In particular, the SWIFT teleconferences enabledthe representatives of each organization to keep abreast of the developmental status of theproject, to brainstorm solutions to encountered problems and to develop scheduling sense.

Authors:
Wetherby,B.

Keywords:
ATIS, bus, computer, congestion, congestion information, cost, data, database, design, development, effectiveness, evaluation, incident, Institutional, Intelligent transportation system, interviews, Issues, ITS, methodology, mode choice, policy, portable computer, project, scheduling, seattle, speed, SWIFT, System, tests, traffic, transportation

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Abstract:
The Seattle Wide-area Information for Travelers (SWIFT) Operational Test was intended to evaluate the performance of a large-scale, urban Advanced Traveler Information System (ATIS) deployment in the Seattle area. With the majority the SWIFT system completed by June 30,1996, the SWIFT Field Operational Test (FOT) evaluation was conducted from July 1, 1996 through September 20, 1997. The unique features of the SWIFT ATIS included the provision of information for multiple transportation modes, the delivery of this information using three different devices and the use of FM sideband as the primary communications medium. A total of 690 system users were recruited during the course of the study, including 520 Seiko Message watch users, 90 users of the Delco in-vehicle-navigation device and 80 users of the SWIFT portable computers.Purpose of Test. The SWIFT Consumer Acceptance Study was one of five component studies to the overall system evaluation. This report details the findings for the SWIFT Consumer Acceptance Study based on the evaluation objectives that were identified in the SWIFT Evaluation Plan (1 995). The primary objectives of the SWIFT Consumer Acceptance Study were to assess the following:Importance of traveler information in travel planningUsefulness of SWIFT traveler information in travel planningMinimum set of user services and device features required to provide viable productand servicesUser perceptions of SWIFT device usefulnessWillingness-to-pay for different services.User perceptions of changes in travel convenience and efficiencyUser perceptions of changes in traffic congestion, air quality, energy consumption,and safety.Additional SWIFT Consumer Acceptance Study objectives, conducted in support of the SWIFTArchitecture Study, were to assess the following:SWIFT system reliability from a user perspectiveSWIFT system availability from a user perspective.Methods. A variety of data-collection efforts were completed, including questionnaires, focus groups and telephone interviews. The questionnaires contained items that addressed objectives set out in the evaluation plan. The focus groups were conducted with small groups of users to obtain qualitative impressions from a smaller subset of users who were encouraged to speak openly and share their perceptions with other users. The SWIFT Consumer Acceptance Study focused on measurement and analysis of user perceptions toward SWIFT system usefulness and performance. No attempt was made to quantify the system level impacts of SWIFT services on congestion, air quality, energy consumption or safety in the Seattle region. Rather, the assessment of system-level transportation impacts was limited to examining subjective data (e.g., traveler's perceptions) collected from users and determining whether these perceptions were consistent with a benefit.Perceptions of Importance of Traveler In formationResults indicated that SWIFT users tended to place a high degree of importance on incident and congestion-related information in travel planning. Incident location and duration information was rated quite high in importance along with general traffic congestion information. For the group as a whole, information concerning bus schedule and route information and bus-location information was rated very low in importance, although these ratings were much higher in those users that actually used the bus. This was consistent with the automobile dependence reported by the group, and suggests that information concerning non-automobile options would not be used by the automobile-dependent group. Since users of the SWIFT portable computer were recruited from among transit users, this group generally rated transit information higher than other device users groups. However, the importance of this information was not as high as congestion and incident-related information. Receipt of various general-information messages was not rated very high in importance by questionnaire respondents, with the exception of weather, sports and news items. Most SWIFT respondents indicated that the receipt of financial and other environmental information was not important. Of course, from a transportation-impact point of view, the receipt of these general information messages was inconsequential. However, if device users were attracted by thesemessages it may make such services commercially viable to augment any potential benefitperceived by users through the receipt of travel-related information.Perceptions of S WIFT Traveler In formation UsefulnessUsers tended to view the messages they received from the SWIFT systems as accurate, reliable,timely, easy to understand and useful. Among device types, respondents representing users of the Seiko Message Watch expressed concern with the timeliness of incident-related messages. In addition, these respondents tended to rate ease of understanding lower than other user groups. Users of the Delco in-vehicle-navigation devices and SWIFT portable computers experienced problems in receiving personal-paging messages and these problems were reflected in respondent ratings. The map-based display provided by the SWIFT portable computer resulted in generally higher ratings for this device over other devices in understanding incident location and the nature of congestion. Seiko Message Watch users reported difficulty in understanding the extent of expected delay as well as the nature of congestion, while Delco in-vehicle-navigation device respondents reported difficulty in understanding the period of time for which a message applied. Generally speaking, SWIFT participants endorsed a wide-range of improvements to messages provided by the SWIFT system. Most seemed to consider the operational test as a suggestion of what might be possible, rather than a demonstration of a final product. Among Seiko Message Watch users, respondents expressed a desire for improved timeliness of messages as atop priority.

Authors:
Trombly,J., Wetherby,B., Dixson,A.

Keywords:
Acceptance, air quality, analysis, Assessment, ATIS, availability, bus, computer, congestion, congestion information, Consumer, data, data collection, Energy, environmental, evaluation, group, impact, impacts, improvement, incident, interviews, Miscellaneous Library, objectives, performance, planning, portable computer, quality, reliability, safety, seattle, Study, SWIFT, System, systems, traffic, traffic congestion, transit, transportation, travel, traveler information, urban

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Abstract:
The Seattle Wide-area Information For Travelers (SWIFT) project was a highly successful Intelligent Transportation System (ITS) Field Operational Test (FOT) that was conducted over a four-year period from 1993 to 1997. The purpose of the project was to test the efficacy of a High Speed Data System (HSDS), or FM Sub-carrier, to disseminate incident, bus and speedlcongestion information via three different end-user devices: pager watch, portable computer and in-vehicle navigation device. Six hundred ninety (690) commuters, many with route- or mode-choice options, participated in the FOT and provided user-acceptance evaluations. Other evaluation components examined the system architecture, communications coverage, institutional issues, and consumer acceptance. The primary purpose of the SWIFT Deployment Cost Study was to provide an independent Life Cycle Cost Estimate (LCCE) of an operational and fully deployed SWIFT system. Moreover, it is intended to provide both the SWIFT participants and the FHWA with a measure of the commercial viability of \"SWIFT-like\" systems nationwide. Table ES- 1 shows the organizations that were included in the SWIFT Deployment Cost Study LCCE and commercial viability analysis.Table ES-1. Deployed SWIFT Participants (CostIRevenue Participants).Industry Government/InstitutionaISeiko Communications Systems, Inc. (SCS) King CountyMetro Networks University of WashingtonEtak, Inc.IBM (FOT Development Only)Delco Electronics (FOT Development Only)The methodology for the SWlFT Deployment Cost Study LCCE relied on standard proven costestimation and data collection and analysis techniques to provide cost estimates for each SWIFTparticipant shown above across the following three life-cycle phases:1) FOT development (costs of current SWIFT Test)King County Metro TransitUniversity of Washington (UW)2) Commercial Development (additional development and procurement costs for fullydeploying an operational SWIFT system (follows the completion of the SWIFT test)3) Annual Commercial Operations (annual operations costs for a fully deployed SWIFTsystem)A summary of the resulting life cycle cost estimate (LCCE) for the deployed SWIFT system ispresented in Table ES-2. Here, the FOT Development phase (based on SWIFT test actuals) wasestimated to cost $6.4 Million, the Commercial Development phase was estimated to cost $1.5Million, and the Annual Commercial Operations costs were estimated to be $0.8 Million.-- -SWIFT Deployment Cost Study I

Authors:
Jensen,M.

Keywords:
Acceptance, analysis, Annual, bus, computer, Consumer, cost, costs, counties, data, data collection, Deployment, development, evaluation, incident, Institutional, Intelligent transportation system, Issues, ITS, methodology, Miscellaneous Library, mode choice, networks, portable computer, project, seattle, speed, Study, SWIFT, System, systems, transportation, Washington

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Abstract:
This report presents and summarizes the baseline data collected in falfillment of the requirements for the Washington State Department of Transportation grant "HOV Lane Evaluation and Monitoring." This report provides the information. necessary to analyze HOV lane performance and elopment. Data collection results and analysis are presented, followed by conclusions and recommendations.The data contained herein were collected during Phase I, Phase II, Phase III, and Phase IV of the high occupancy vehicle lane (HOV) monitoring project (July 1992-June 1997). The data collection methodology is described in the final report, HOV Monitoring and Evaluation Tool". Included in this report are the following primary and secondary measures of HOV lane performance: (1) average vehicl occupancy data, (2) travel time data, (3) public opinion survey results, (4) transit ridership data, (5) enforcement, compliance, and adjudication data, and (6) accident data. Data collection issues and their implications for data availability are discussed.It is important to note that this report does not evaluate the HOV lane system in the Puget Sound region. Rather, it is a compilation of the data necessary to conduct a meaningful evaluation. Although an analysis of public opinion, transit ridership, enforcement and accident data is provided, the report's primary purpose is to simply present the data and discuss issues associated with its use,-not to provide an extensive analysis.

Authors:
Brown,W. W., Jacobson,E. L.

Keywords:
high occupancy vehicle, HOV, HOV lane evaluation, traffice observation, HERO, freeway travel times, data

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Abstract:
This report presents and summarizes the baseline data collected in falfillment of the requirements for the Washington State Department of Transportation grant "HOV Lane Evaluation and Monitoring." This report provides the information. necessary to analyze HOV lane performance and elopment. Data collection results and analysis are presented, followed by conclusions and recommendations.The data contained herein were collected during Phase I, Phase II, and Phase III of the high occupancy vehicle lane (HOV) monitoring project (July 1992-June 1997). The data collection methodology is described in the final report, HOV Monitoring and Evaluation Tool". Included in this report are the following primary and secondary measures of HOV lane performance: (1) average vehicl occupancy data, (2) travel time data, (3) public opinion survey results, (4) transit ridership data, (5) enforcement, compliance, and adjudication data, and (6) accident data. Data collection issues and their implications for data availability are discussed.It is important to note that this report does not evaluate the HOV lane system in the Puget Sound region. Rather, it is a compilation of the data necessary to conduct a meaningful evaluation. Although an analysis of public opinion, transit ridership, enforcement and accident data is provided, the report's primary purpose is to simply present the data and discuss issues associated with its use,-not to provide an extensive analysis.

Authors:
Brown,W. W., Jacobson,E. L.

Keywords:
high occupancy vehicle, HOV, HOV lane evaluation, traffic observation, data

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Abstract:
This report presents and summarizes the data collected in fulfillment of the requirements for the Washingto State Department of Transportation grant "HOV Lane Evaluation and Monitoring." This report provides the information necessary to analyze HOV lane performance and development. Data collection results and analysis are presented, followed by conclusions and recommendations.The data contained herein were collected during Phase I, Phase II, and Phase III of the high occupancy vehicle (HOV) lane monitoring project (July 1992 through June 1996). The data collection methodology is described in the final report, HOV Monitoring and Evaluation Tool". Included in this report are the following primary and secondary measures of HOV lane performance: (1) average vehicle occupancy data, (2) travel time data, (3) public opinions survey results, and (4) enforcement, compliance, and adjudication data. Data collection issues and their implications for data availability are discussed.It is important to note that this report does not evaluate the HOV lane system in the Puget Sound region. Rather, it is a compilation of the data necessary to conduct a meaningful evaluation. Although analysis of public opinion data and enforcement data is provided, the report's primary purpose is to simply present the data and discuss issues associated with its use, not to provide an extensive analysis.

Authors:
Brown,W. W., Jacobson,E. L.

Keywords:
data, high occupancy vehicle, HOV, HOV lane evaluation, traffic observation

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Abstract:
The purpose of this study is to provide the Washington State Department of Transportation, Aviation Division (WSDOT/AD) with the broad-based vision needed to apply new and emerging technology in geographic information systems (GIS) to aviation planning and reporting systems.The purpose of this study is to provide the Washington State Department of Transportation, Aviatior Division with the broad-based vision needed to apply new and emerging technology ir geographic information systems to aviation planning and systems. This is the second two reports. report documented the user needs, established data and application priorities, and presented a conceptual design for sharing geographic information pertaining to Washington\'s airports with airport sponsors, the Aviation Administration (FAA), and other WSDOT divisions. report provides an implementation plan. This report builds upon the conceptual design to provide a broad-based implementation plan. Three implementation activities are described in phases. Project organization and staffing requirements for policy, management, technical operations, and technical support are discussed in Section 3. Section 4 addresses the estimated resource requirements for WSDOT to make the implementation of WINGS a success. Included are requirements for personnel, data conversion from a manual to a computer-based system, and hardware. The of the report discusses issues and what next steps are required to begin the implementation of WINGS.

Authors:
Weston,R. F., Sandersen,J., Walker,L. A., Middleton,R.

Keywords:
airports, aviation, aviation planning, data, design, geographic information system, geographic information systems, GIS, implementation plan, information systems, management, manual, planning, policy, project, System, systems, technology, transportation, Washington, Washington state, WINGS, WSDOT

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Abstract:
This report summarizes the results of reviews of chip sealing practices in the state of Washington. Background data is presented regarding the problems encountered in past chip sealing projects. Revised specifications are presented for the application of chip seals in both eastern and western Washington.

Authors:
Jackson,D. C., Jackson,N. C., Mahoney,J. P.

Keywords:
bituminous surface treatment, chip seal, data, review, specification, specifications, Washington

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Abstract:
This working paper, 'Travel Patterns in Mixed Use Neighborhoods,' summarizes Phase I of a research effort by the Innovations Unit of the Washington State Transportation Commission. The study is based on previous Innovations Unit research, described in the 1992 report, Land Use-Transportation Linkage (Kestle et al. 1992), the focus of which was the impact of land use policies on transportation systems. This working paper describes surveys conducted in four neighborhoods in the state of Washington (three in King County and one in Spokane) to gather data on travel behavior in neighborhoods that have a good mix of housing, shopping, and services; in other words, mixed use neighborhoods. The survey consisted of telephone interviews to determine household characteristics and the subsequent collection of travel diaries to assess household travel habits by mode and purpose. Preliminary results indicate the preponderance of trips for both family and personal business on both weekdays and weekends. Although auto is the dominant mode, results indicate the potential for shared rides in all neighborhoods and for the walk mode in the in-city neighborhoods. Directions for future research are suggested, including the study of the potential for reducing vehicle miles traveled (VMT) in mixed use neighborhoods; the relationships among mixed use development, household demographics, and travel behavior; the possibility of substituting walking for auto use; and methods for alleviating weekend traffic congestion based on a better understanding of the components of weekend travel.

Authors:
Zemotel,L., Nielsen,K., Rutherford,G. S., Ishimaru,J. M.

Keywords:
mixed use, research, innovation, Washington, Washington state, transportation, linkage, land use, land-use, policy, systems, survey, counties, data, travel behavior, behavior, development, walking, traffic, traffic congestion, congestion

Abstract:
The major objectives of this study were to examine: (1) the types of recycled materials that are appropriate and feasible as alternative paving materials such as glass and tires; and (2) the types of recycled materials, such as mixed-plastics and compost, that can be utilized in all types of transportation applications other than pavements. Seven key products are investigated: tires; glass; asphalt concrete fly ash; compost; mixed plastics; and sign stock. Performance and cost data for pavements is documented for both in-state and nationwide applications. The national experience \'with the use of waste glass as an additive to asphalt concrete and its use in unbound base material is so highlighted. Programs for experimental use of recycled material are outlined. Recommendations for staffing and program changes to deal with recycling are also discussed.

Authors:
Swearigen,D. L., Jackson,N. C.

Keywords:
additive, Alternative, applications, asphalt, asphalt concrete, base, base materials, concrete, construction, cost, data, experimental, fly ash, Glasphalt, highway, highway construction, ITS, materials, objectives, pavement, pavements, performance, program, recycled ACP, recycling, Rubber-asphalt, tire, tires, transportation

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Abstract:
This report documents the limited results of a study which monitored the movement of a comparatively large (45 feet in height) gabion wall. The data collected indicated that about 4.5 inches of movement occurred at the top of the wall in the form of an outward tilt away from the backfill. Design procedures used to construct the wall for a period now exceeding 12 years.

Authors:
Anderson,K. W.

Keywords:
data, design, Gabion, inclinometer, pressure cell, soil

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Abstract:
The Telecom Link established between the University of Washington and the WSDOT Traffic Systems Management Center (TSMC) was updated during this project in order to handle the shift made by the TSMC from a 1700 loop surveillance system to a 2200 loop system. Special computer programs were also written to provide specialized summary statistics for key stations. The new software allowed statistics for key stations to be collected and summarized during data transfer. The entire transfer retrieval system was streamlined during the Telecom project to reduce costs. Finally, freeway incident analysis was performed with a data set to demonstrate the use of the new system for TSM research.

Authors:
Nihan,N. L.

Keywords:
analysis, computer, computer program, cost, costs, data, data management, data transfer, freeway, freeway surveillance and control, incident, management, program, ramp metering, research, software, statistics, surveillance, systems, telecommunications, telecommunications link, traffic, traffic systems management, transportation systems management, TSM, Washington, WSDOT

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Abstract:
This report describes the feasibility, costs and benefits of automating the vessel and crew scheduling functions of the Marine Division of the Washington State Department of Transportation. The project examined the needs of the Marine Division, reviewed its current procedures, and compared available commercial and public domain software packages. Some existing packages intended for use by the transit and airline industries offer promise, but all the packages examined require considerable modification to meet the needs of the Marine Division.

Authors:
Hallenbeck,M. E.

Keywords:
analysis, automated toll collection, automated vehicle identification, AVI, benefit, benefits, billing, cost, costs, crew scheduling, data, ferry, ferry system, ITS, marine, public, scheduling, scheduling systems, software, systems, transit, transportation, vessel, Washington, Washington state

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Abstract:
A side bearing block foundation is used to resist overturning moments and lateral forces. Theoretical and experimental investigations were made to determine the ultimate moment capacity of a reinforced concrete footing subjected to vertical and horizontal loads and an overturning moment. The theoretical ultimate moment capacity was assumed to occur when the ultimate soil resistance was reached along the side bearing walls. It was found the resultant friction force at the base of the foundation greatly influenced the foundation to resist an overturning moment. The experimental ultimate moment capacity was determined from a deflection curve obtained from field data. A theoretical ultimate moment capacity was determined with the use of a finite el computer The results each of the three determinations were in acceptable agreement. Recommendations for further are made.

Authors:
Sorensen,H., Toreh,R.

Keywords:
base, computer, concrete, data, experimental, finite element, footing, forces, foundation, foundations, friction, loads, overturning, piles, reinforced concrete, resistance, soil, soil mechanics, soil pressure, stability, walls

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Abstract:
This study involved an in-depth evaluation of the Washington State Department of Transportation highway data development and analysis activities. It developed statistically-based procedures and recommendations for a streamlined highway data collection program. Opportunities to reduce manpower and equipment costs, streamline work activities, improve the quality of data collection and provide accurate and timely data for the various users were identified. Given the focus on highway data, the major effort was devoted to the Department's traffic counting program. However, many data items and programs were considered, with the following receiving particular attention: traffic volume counting, including estimation of annual average daily traffic at any location throughout the state highway system; associated seasonal, axle and growth factors; vehicle classification; truck weights; and the relationship between the statistical sampling requirements recommended for these items and those associated with the FHWA Highway Performance Monitoring System in the state.

Authors:
Ritchie,S. G., Hallenbeck,M. E.

Keywords:
analysis, Annual, axle, cost, costs, data, data collection, developed, development, equipment, evaluation, highway, monitoring, performance, performance monitoring, program, quality, sampling, seasonal, Study, System, traffic, traffic counting, transportation, truck, vehicle classification, volume, Washington, Washington state, weight, weights

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Abstract:
The Washington State Department of Transportation (WSDOT) has completed construction of twenty-four hot-mix recycle projects as of January, 1985. At the begining of this study there were sixteen completed projects that were to be examined. Evaluation of the laboratory and pavement performance data shows that WSDOT\'s initial two projects, Renslow to Ryegrass (1977) and Yakima River to West Ellensburg Interchange (1978), are still performing very we1l. Although the other fourteed projects have been constructed only within the last two and a half years, the early data indicates equally promising results. Because of the impressive pavement performance exhibited by the recycled pavements, together with hot-mix recycle benefits such as conservation of natural resources, feasibility of construction, and its cost advantage over new ACP, hot-mix recycling has become an attractive addition to the WSDOT paving program.

Authors:
Peters,A. J., Gietz,R. H., Walter,J. P.

Keywords:
asphalt, asphalt concrete, benefit, benefits, construction, cost, data, evaluation, ITS, pavement, pavement performance, pavements, performance, program, project, recycling, rejuvenating agents, Study, transportation, Washington, Washington state, WSDOT

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Abstract:
This report describes a newly established telecommunications link between Seattle\'s Traffic System Management Center (TSMC) and the University of Washington\'s (UW) Information Retrieval System. Volume data in five-minute intervals collected by the TSMC is transferred to the UW computer system. The reports contains a description of this 1 ink and a User\'s Guide for those who wish to access the data.

Authors:
Nihan,N. L.

Keywords:
computer, data, freeway surveillance, information retrieval, management, seattle, System, systems, telecommunications, telecommunications link, traffic, traffic systems management, traffic volumes, volume, Washington

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Abstract:
This study was undertaken to measure and assess current transportation behavior, attitudes, and adjustments people have made or are planning to make to cope with higher costs of transportation and energy shortages. A secondary objective was to develop an effective and inexpensive system to collect a sizeable amount of multimodal data for various types of travel from a statistically reliable sample of modal data for various types of travel from a statistically reliable sample of households in the State of Washington. Telephone interviews of approximately 15 minutes in length were conducted with 2,500 households in 1980 and 2,000 homes in 1983, with both samples having a 95 percent confidence level. Residents of metropolitan, urban and rural areas were included. The households interviewed were selected by a random computer search of telephone numbers. Respondents were screened to ensure that an adult member (18 years or older) of the household was interviewed. The questionnaire dealt with the travel habits of the household rather than just the person being interviewed. Travel to work, local travel, long distance travel, recreational travel, use of public transit and other modes of travel, as well as vehicle ownership trends were topics covered in the interviews. The household's travel patterns two years prior to the interview, as well as current behavior and future plans were included. The replies to the questions indicated that people were concerned about transportation problems and were willing to provide detailed facts and opinions about their household's transportation behavior.

Authors:
Limotti,Brian, Iverson,Evan, Jacobson,Robert

Keywords:
attitudes, behavior, computer, condition, cost, costs, data, data collection, Energy, energy shortages, households, interviews, multimodal, planning, public, public transit, Recreational travel, ridership, rural, Surveys, System, transit, transportation, travel, travel patterns, urban, Washington, Washington state

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Abstract:
The feasibility of adopting the Washington State Pavement Management System(WSPMS) for use by Washington counties was established. The WSPMS designoffers a great deal of flexibility for adjusting the system to satisfy thecounties needs. Some modifications to computer programs will be necessaryand can be accomplished with relatively modest effort. The major adjustmentswill be in those counties input data. The only data that are absolutelyessential are those for determining and evaluating pavement condition andthe most cost effective rehabilitation strategies.The state computer system has an adequate storage capacity to support usageof the WSPMS by a large number of counties. Dial-up capability i s availablefor use of WSPMS from remote terminals. Data processing hardware optionsavailable to counties range from no data processing equipment to stand alonecomputer system,A t r i a l demonstration is recommended, Two counties, one large with in-housecomputer f a c i l i t i e s and one small with no or minimal f a c i l i t i e s would bechosen to test the system.Significant. benefits are anticipated from the use of WSPMS. Washingtoncounties desiring to improve the process o f pavement management may findadopting and operating the WSPMS to feasible and desirable.

Authors:
Kulkarni,R. B., Finn,F. N., Lamot,A.

Keywords:
benefit, benefits, computer, computer program, condition, cost, cost effective, counties, data, design, equipment, maintenance, management, management system, Operating, pavement, pavement condition, pavement management, pavement repair, program, rehabilitation, Study, System, Washington, Washington state

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Abstract:
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.

Authors:
Nelson,T. L., LeClerc,R. V.

Keywords:
agencies, computer, cost, costs, data, developed, development, Executive, Executive Summary, management, management system, pavement, pavement data file, pavement management, pavement performance, System, Washington, Washington state, WSDOT

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Abstract:
This report present the final form of the Washington State Highway runoff pollutant loading model, incorporating data from the five years of study. It also features a probabilistic analysis of concentration and loading data designed to express the chance of exceeding specific values in a given case. Other topics include further assessment of the toxicity of highway runoff and its causes and mitigation.

Authors:
Little,M. L., Horner,R. R., Mar,B. W.

Keywords:
analysis, Assessment, data, highway, highway runoff, ITS, mitigation, model, pollutant loading, runoff, stormwater, Toxicity, Washington, Washington state

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Abstract:
This report examines major issues, concepts and methods of bus transit performance evaluation and suggests procedures and guidelines for internal and external monitoring in Washington State. In support of suggested procedures, data analysis on six years of operational and financial characteristics of Washington State systems, 1979-80 Section 15 data, and collected samples of small community/rural systems from other states was conducted. The major objective of the analysis was to test methodologies for developing and assessing transit peer groups\" relative to size and scale of operations, and prior to comparative within-group evaluation. The methodology entailed employing cluster analysis using up to 10 variables depicting service design and distribution. Two key variables were population and line miles. Problems were encountered in using Section 15 data. Due to its use of urban area, as opposed to service area population, clear distinctions of operating environments could not be determined. Thus, cluster groupings using Section 15 data were inconclusive. Cluster State systems (1980) were satisfactory and following additional verification, a suggested \"peer group\" classification for Washington State was recommended. The seven group types ranged in size from a rural regional (<40,000 population) to metropolitan (<1,000,00 population). Values for 8 efficiency and effectiveness indicators were used to assess \"peer group\" trends in performance in Washington over a five-year period (1976-80). Comparative evaluations of individual systems were not made. Despite only partial success in determining \"peer groups\", the study does identify methods and procedures for assisting in external and internal performance evaluation.

Authors:
Kelly,W. J., Rutherford,G. S.

Keywords:
peer group evaluation, analysis, bus, bus transit, cluster analysis, data, data collection, design, effectiveness, efficiency, environment, evaluation, group, indicator, indicators, Issues, ITS, line, methodology, methods, monitoring, Operating, performance, performance evaluation, performance measures, performance standards, population, rural, section 15 data, Study, System, systems, transit, urban, Washington, Washington state

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Abstract:
Statewide sampling of highway runoff continued through 1980-81, and the resulting data has been aggregated with that from previous years to further investigate pollutant loadings. Results have validated the solids loading model previously proposed by Asplund (1980) for Western Washington Highways and tentatively extended the model to Eastern Washington. Loading of there pollutants can be predicted from total suspended solids loading using ratios derived from the data. These ratios may be taken as constants at any Washington State location for some pollutants or as linear functions of traffic or other contaminants. Comparison of runoff from a sulfur-extended asphalt pavement with runoff elsewhere indicates higher sulfate loads in the former case. A limited sampling program along an uncurbed highway section observed higher pollutant concentrations from these sections to curbed areas. Sampling of solids adhering to the undercarriage of automobiles produced widely varying results but suggested that vehicles traveling on rural or unpaved roads accumulate significant amounts of solids that can be released on highways. The final year of field sampling will concentrate on improving the loading models, especially for Eastern Washington application, and continuing the sulfur extended asphalt study with a functional control site experiencing the same conditions.

Authors:
Tai Wik,David Chui, Mar,B. W., Horner,R. R.

Keywords:
analysis, asphalt, asphalt pavement, Concentrations, condition, control, data, extended asphalt, highway, highway runoff, Highways, loads, model, models, pavement, pollutant loading, Pollutants, program, runoff, rural, sampling, statistical analysis, sulfur, suspended solids, traffic, Washington, Washington state

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Abstract:
The Transportation Resource Allocation Index (TRAI) for eight transportation service proposals was computed as a pilot study and as a working test of the techniques in the Tri-Cities area of Richland, Kennewick, and Pasco, Washington. This Report II contains background data covering the economic characteristics of the area. These data were used for the development of the evaluation technique.

Authors:
Shea,Daniel J., Yandon,Keith E.

Keywords:
Area Economy, data, development, evaluation, index, Socio-Economic Characteristics, transportation, transportation service, Washington

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Abstract:
This small car accident study investigated accidents in Washington State in four passenger car categories: subcompact, compact intermediate, and large. The primary purpose of the study was to evaluate the effects on safety of increases in the number of smaller cars on the highways. Traffic accident data for the period 1973-79 were analyzed to determine the accident severity for the different automobile classes, and this analysis showed that the smaller vehicles had a higher proportion of fatal and injury accidents that the other categories.The, accident data for 1980 were used to compare accident experience with regard to injury class of the occupants, roadway surface conditions, roadway character, light conditions, collision type, objects struck, and location of accident. Analysis showed that for total accidents per one thousand registered vehicles, the large cars had a higher rate (68) than either the subcompacts (43), compacts (45), or intermediate size vehicles (46). However, the subcompacts and compacts had higher percentages of fatalities and serious injuries to their occupants, and a higher proportion of such accidents occurred on wet, snowy, and icy surfaces. In addition, the smaller passenger vehicles had a higher incidence of overturning and rear-end accidents. The analysis suggests there will be significant increases in fatal and injury accidents in future years as the number of smaller vehicles increases. Thus, the report contains recommendations for changes in highway and vehicle design that will modify these adverse trends and reduce injuries and fatalities among drivers and passengers.Some of the recommendations can be implemented fairly quickly, but others will take longer. However, until changes are made, the accident severity for small cars will continue at a level above that for larger automobiles.

Authors:
Public Transportation and Planning Division

Keywords:
accident severity, accidents, analysis, collision, condition, data, design, highway, Highways, light, overturning, roadway, safety, Study, traffic, traffic accident data, Washington, Washington state

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Abstract:
This report describes the pavement management system developed by WSDOT staff over a period of five years. Both project-level and network-level pavement management are represented within the four broad areas of data processing which combine to constitute the foundation of the system.The design of a pavement data file is laid out together with the process of assembling it. Also shown are the methods used to analyze and convert the file data from pavement condition ratings to pavement performance curves for each project. The performance curves are then used, together with appropriate cost data, to determine the most cost-effective type and time to fix. The network-level program then summarized the need work for each year of a rehabilitation program. Mean are provided for adjusting the program to fit budget constraints or minimum acceptable levels of average pavement condition.It is concluded that the system, operating on biennial pavement condition ratings, provides a good solid framework for orderly analysis to estimate the economic benefits of the type, timing, and sequence of rehabilitation activities applied to a pavement.

Authors:
Nelson,Thomas L., LeClerc,R. V.

Keywords:
analysis, benefit, benefits, condition, cost, data, design, developed, development, foundation, framework, management, management system, methods, Operating, pavement, pavement condition, pavement data file, pavement management, pavement performance, performance, program, project, rehabilitation, System, Washington, Washington state, WSDOT

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Abstract:
This report describes the pavement system developed by staff over a period of five years. Both project-level and network-level pavement are represented within the four broad areas of data processing which combine to constitute the foundation of the system. The design of a pavement data file is laid out together with the process of assembling it. Also shown are the methods used to analyze and convert the file data pavement condition ratings to pavement performance curves for each project. The performance curves are then used, together with appropriate cost data, to determine the most cost-effective type and of fix. The network-level program then the needed work for each year of a rehabilitation program. Means are provided for adjusting the program to fit budget constraints or acceptable levels of average pavement condition It is concluded that the system, operating on biennial pavement condition ratings, provides a good solid framework for orderly analysis to estimate the economic benefits of the type, timing, and sequence of rehabilitation activities apply to a pavement.

Authors:
Nelson,Thomas L., LeClerc,R. V.

Keywords:
analysis, benefit, benefits, condition, cost, cost effective, data, design, developed, development, foundation, framework, management, management system, methods, Operating, pavement, pavement condition, pavement data file, pavement management, pavement performance, performance, program, project, rehabilitation, System, Washington, Washington state, WSDOT

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Abstract:
A highway storm water runoff pollutant loading. model has been developed based on results from con3posire sampling of approximately 600 storms at nine locations in the State of Washington over five years. The model expresses total suspended solids (TSS) loading in proportion to the product of highway segment length, average runoff coefficient, and vehicles traveling during storm periods. It was dem-onstrated that loadings of contaminants such as chemical oxygen demand, nutrients and trace metals could be estimated from TSS loadings using ratios derived from the data, The model described was developed and validated for assessing total loadings over a time span encompassing a number of storms (monthly or annually). To predict pollutant concentrations and loadings in runoff from a given storm, cumulative distributions were plotted and analyzed to determine the probability of exceeding specific concentration and loading values in a given case. Bioassay studies using highway runoff indicated toxicity to aquatic life when elevated metals deposition from high traffic volumes (in excess of 10,000 -20,000 vehicles per day) or high metals concentrations in rainfall caused runoff concentrations to exceed lethal levels. Draining highway runoff through grass channels 60 meters in length greatly reduced TSS and metals concentrations and the consequent toxic effects. The major product of this research is a guide to assessing and mitigating the impacts of highway runoff to receiving waters.

Authors:
Mar,B. W., Horner,R. R., Spyridakis,D. E., Welch,E. B.

Keywords:
Assessment, Channel, Chemical, Concentrations, data, demand, deposition, developed, highway, highway runoff, impact, impacts, Loadings, Highway runoff, metals, mitigation, model, models, pollutant loading, Pollutants, quality, rainfall, research, runoff, sampling, span, stormwater, suspended solids, Toxicity, traffic, traffic volumes, volume, Washington, Washington state, water quality

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Abstract:
This report summarizes the placement and performance of sulfur extended asphalt (SEA) paving mixtures at a highway test site (SR 270) near Pullman, Washington. The report includes a summary of the mixture and structure designs and construction details. This is followed by a discussion of the data collection and analysis accomplished over a three year evaluation period (1979 - 1982). A major experimental feature of the study was the use of 0/100 (conventional asphalt concrete), 30/70 and 40/60 SEA binder ratios (sulfur/asphalt ratios are expressed as weight percents) in the experimental paving mixtures.

Authors:
Mahoney,J. P.

Keywords:
analysis, asphalt, asphalt concrete, asphalt pavement, concrete, construction, data, data collection, data collection and analysis, design, evaluation, experimental, extended asphalt, highway, mixture, pavement, pavement performance, performance, Study, sulfur, Washington, weight

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Abstract:
This summary report provides an overview of the performance of sulfur extended asphalt (SEA) paving mixtures at the WSU Test Track (Pullman, WA). A brief description of the mix designs, pavement structural design, test track loading apparatus and test pavement configurations is followed by a description of selected test track data (accelerations, temperatures and stain measurements). Finally, a description of the fatigue relationships developed from the WSU Test Track data is presented. Included are laboratory fatigue results.

Authors:
Mahoney,J. P.

Keywords:
911, asphalt, asphalt pavement, construction, data, design, developed, evaluation, Executive, Executive Summary, extended asphalt, fatigue, mixture, pavement, pavement evaluation, pavement performance, performance, sulfur, temperature, test track

Abstract:
A five-year study was performed to compare conditions in the Pilchuck River before and after channel reconstruction associated with rerouting highway SR-2. The study focused on sediment particle-size analyses, benthic macroinvertebrates and fish. Substrates comparable le to control areas developedin all portions of the new channel within one year after construction. The available data on invertebrates and fish gave no indication of deterioration in diversity, quantity or size in the reconstructed channel. The report provides recommendations for further improvements in the design of stream channel changes should there be no alternative to their construction.

Authors:
Horner,R. R., Welch,Eugene B.

Keywords:
Alternative, Benthic Macroinvertabrates, accident rates, Channel, condition, construction, control, data, design, deterioration, fish, highway, impact, impacts, improvement, Interim, reconstruction, rivers, sediments

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Abstract:
This report summarizes the placement of sulfur extended asphalt (SEA) paving mixtures at two test sites near Pullman, Washington. One site was on an existing state highway and the other made use of the Washington State University Test Track. The report includes the preliminary mix designs, pavement thickness determination, construction details and initial performance data for the test pavements. A major experimental feature of the study was the use of 0/100 (conventional asphalt concrete), 30/70 and 40/60 SEA binder ratios in the experimental paving mixtures.

Authors:
Mahoney,J. P., Christensen,D. R., Terrel,R.

Keywords:
asphalt, asphalt concrete, asphalt pavement, concrete, construction, data, design, evaluation, experimental, extended asphalt, highway, mixture, pavement, pavement evaluation, pavement performance, pavements, performance, Study, sulfur, test track, Washington, Washington state

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Abstract:
The project identified various highway roadways subjected to load restrictions for cataloguing on a District-wide map. An investigation of freeze-thaw events and pavement deflections was conducted in addition to collection of weather data at selected sites. "Frost Tubes" were evaluated and found to be an effectivetool for measuring frost depths. Limited data was collected due to warm winters and short freeze-thaw cycles. It was concluded that load restrictions are not needed until the temperature changes to a warming period. Additional research is needed to determine when load restrictions should be removed.

Authors:
Whalen,K.

Keywords:
data, Freeze Thaw, freeze-thaw, frost, Frost Tubes, Frozen Pavement, highway, load restrictions, pavement, pavement deflection, project, research, roadway, temperature, winter

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Abstract:
Transportation improvements of all kinds are being evaluated more carefully than ever during the planning stages. This attention to detail is well justified because the implications of such projects transcend the engineering disciplines and have environmental, social , and economic effects of major importance. In the economic area one of the impacts that is of great concern to the public i s the effect of a highway on property values. The purpose of this study is to measure the beneficial and adverse effects of limited- access highways on property values. A need exists in the State of Washington to have current data and analyses concerning this subject that apply specifically to this state . In addition there have been several theoretical developments that allow refinement of previous studies and validation of the results .OverviewThis study analyzed the beneficial effects of a highway on the values of surrounding properties by determining the real estate price trends in areas where a highway was constructed and comparing these trends with those in comparable areas which did not experience such changes. There were four residential areas utilized for parts of this study: Kingsgate east of Lake Washington on 1-405, north King County along 1-5 north of the Seattle city limits , Spokane near the east city limits along 1-90, and the southeast section of Puyallup along SR 512. Because of the lack of an adequate control area f o r the Spokane study, only the other three areas were used for the benefit estimation.

Authors:
Social and Econonomic Planning Section of the WA State Department of Highways

Keywords:
benefit, control, counties, data, development, environmental, highway, Highways, impact, impacts, improvement, planning, project, property values, public, seattle, transportation, Washington

Abstract:
The 1974-79 study of the maintenance problems of the drawspan mechanism of the Evergreen Point Bridge across Lake Washington is reported. The approach was to predict the life of elements by Miner's hypothesis. For this the strains at critical points and the wind vector were measured over two sessions. These results were correlated with long term wind data to provide the number of cycles in a year at various stress levels. The fatigue capacity of anchor rods was determined by the Prot test on six specimens. The resulting S-N curve compared to the field measurements to determine the expected life of the rods from the Miner criterion. The methods developed provide useable maintenance procedures for the prevention of fatigue failure of critical structural elements.

Authors:
Brown,C. B.

Keywords:
bridge, data, developed, fatigue, maintenance, methods, reliability, strains, stresses, Washington, wind

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Abstract:
A total of 241 storm events were sampled at ten sites during the first full year of statewide monitoring of highway runoff. Analyses of these data indicates that more than half of the observed solids in this runoff is traced to sanding operations. The total solids loading at each side-was correlated with traffic during the storm. The ratio of other pollutants to solids was linear when there was sufficient traffic-generated pollutants to saturate the available solids.

Authors:
Asplund,Randy L., Ferguson,John F., Mar,B. W.

Keywords:
data, highway, highway runoff, models, monitoring, Pollutants, runoff, traffic, Washington, Washington state, Water Pollutants, Washington State Monitoring

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Abstract:
This report presents the results of a pilot study to determine the utility of developing a particular travel forecasting technique. The technique in question is a gravity-based model which requires ramp volume data as inputs. The model is used to forecast ramp-to-ramp trip tables. The preliminary study indicates that this technique is sufficiently accurate to warrant furthur investigation.

Authors:
Nihan,N. L.

Keywords:
data, forecasting, freeway, model, Ramp-to-Ramp trips, freeway trip tables, trip distribution, traffic volumes, travel patterns, gravity model, travel, volume

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Abstract:
The pavement structure of SR 12 between Montesano and Elma, Washington was evaluated for the proposed heavy loads associated with construction of the Satsop power plant. Information used in evaluating SR-12 resulted from two sources which included field studies conducted by the Washington State Department of Transportation and development of various material strength parameters by the University of Washington. These data were used to model the pavement structure as a layered elastic system. By use of this analysis procedure, the stresses, strains, and deflections were estimated for the expected range of loading conditions. The results indicate that the most probable amount of damage (fatigue and rutting) expected for the non-cement treated base structural sections is less that one to two percent of available pavement life for the "expected" loading condition. An increase in either or both the trailer wheel load and pavement temperature will act to produce greater losses in pavement life. It is estimated that the tensile stresses in the cement treated base may exceed the tensile strength of this material.

Authors:
Mahoney,J. P., Tsunetta,Jerrold Y., Terrel,Ronald L.

Keywords:
analysis, base, condition, construction, damage, data, development, fatigue, highway, loads, materials, model, pavement, Pavement Evaluation, Materials Characterization, Layered Elastic System, Failure Criteria, Heavy Loads, pavement life, pavement temperature, strains, strength, stresses, System, temperature, transportation, Washington, Washington state, wheel load

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Abstract:
The Central Avalanche Hazard Forecasting project had had two principal aims : The design and establishment of an avalanche data network and central avalanche and mountain weather forecasting facility to serve the highway passes and other hazard areas of the Cascade Mountains in Washington. Improvements in the practices of conventional avalanche forecasting and the introduction of new techniques in statistical analysis and pattern recognition. Achievement of the first aim has been described in previous Reports 23.2 and 23.3. This present Report 23.4 gives the results of fundamental research into avalanche forecasting theory and discusses the application of these results is to central avalanche forecasting for the Cascade Mountains of Western Washington .

Authors:
LaChapplle,E. R., Furguson,S. A., Marriott,R. T., Moore,M. B., Reanier,F. W., Sackett,E. M., Taylor,P. L.

Keywords:
analysis, avalanche, avalanche forecasting, snow, weather, data, design, facilities, forecasting, hazard, highway, project, research, Washington

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Abstract:
Experimental data indicate that the combined effects of wind shear and ground plane attenuation can have a strong influence on sound propagation near the ground even at distances as short as 100 ft, The effectmanifests itself experimentally as a noticeable difference between sound propagation upwind vis-8-vis downwind that becomes more pronounced with either increased distance or increased wind speed. Differences of up to 25 dBA were found between into-the-wind and with-the-wind propagation fora listening height of 4 ft and a transmission distance of about 300 ft. Even a very moderate wind (4 mph) produced a difference of 12 dB at 150 ft for the same listening height. A large body of spectral data was also taken under a variety of wind conditions for path lengths of 150 ft and 225 ft. The resulting spectra agreed reasonably well with theoretical predictions for frequencies below 500 Hz, where ground and surface waves predominate; an important observation is that these waves were not affected substantially by wind conditions. Above approximately 500 Hz, the attenuation was frequently more than that predicted theoretically, and it was wind sensitive. The effect of wind was, in many cases, large, and could well mean that much experimentally obtained highway noise data is considerably less useful than previously thought, unless wind shear was taken into account during the measurements. In general, to "hear" the full effect of existing traffic, measurements should be made when the test positions downwind from the traffic.

Authors:
Foss,Rene N.

Keywords:
account, attenuation, condition, data, experimental, highway, Highway acoustics, ground plane attenuation, wind shear, interaction, noise, prediction, speed, traffic, wind

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Abstract:
This report includes a full year of field data and a synthesis of all data. These include 422 hourly events of which 351 occurred in the 1977-78 season. This use of Miner's hypothesis is justified in this report.

Authors:
Brown,C. B.

Keywords:
Annual, bridge, data, fatigue, maintenance, reliability, season, wind

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Abstract:
This report reviews the second year of work on the Washington State Highway Commission Department of Highways project Central Avalanche Hazard Forecasting (WSDH Agreement Y-1700) to test the feasibility and effectiveness of central avalanche forecasting for the Cascade Mountain passes and adjacent area. The possibilities and techniques for improving both mountain weather and related avalanche forecasts for use by WSDH during winter operation in the mountain passes were further explored, and, secondarily, the usefulness of an area wide forecasting service to other cooperating agencies. This report defines and significant changes from the first year of operation in collection, assimilation or transmission of snow, weather and avalanche data by the Forecasting Office, and details modifications of the data network itself, especially new instrumentation and telemetry equipment . Weather and avalanche forecasting accuracy and reliability are assessed by comparing daily weather and avalanche forecasts with file d data. The conceptual framework and analytical methods used by forecasters to deduce current and probable future avalanche activity from the available data network input and current and extrapolated meteorological data are presented. A general preliminary guide to forecasting methodology for the Washington Cascades is defined and discussed.

Authors:
LaChapplle,E. R., Moore,M. B., Reanier,F. W., Sackett,E. M.

Keywords:
agencies, avalanche, avalanche forecasting, snow, weather, data, effectiveness, equipment, forecasting, framework, hazard, highway, Highways, methodology, methods, project, reliability, review, Washington, Washington state, winter

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Abstract:
From April through October 1977, a new sub surface irrigation system design was tested and evaluated in an applied situation. The purpose of this research was to study the practical application of the design and the collection of data for development of design, construction and maintenance guidelines. The study has proved the practical applicability of the "Sub Surface Infiltration System."

Authors:
Hietzman,Paul G.

Keywords:
construction, data, design, development, infiltration, maintenance, research, Sub-Surface, System, Tree Irrigation

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Abstract:
This report reflects a year of calms with little addition to the data base. Pressure transducers were placed and an analytical scheme is reported. This scheme was subsequently used in the final work.

Authors:
Brown,C. B.

Keywords:
Annual, base, bridge, data, fatigue, maintenance, pressure, reliability, wind

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Abstract:
The objective of study was to develop criteria and procedures for the identification and measurement of social in transportation planning and the process by which such analyses are integrated into the decision-making process. The guidelines developed from this address several related but different parts of the total planning and design process. Two of the reports prepared as a part of this study are concerned with identifying and measuring social factors and conducting social and economic surveys to obtain necessary data. A third report is concerned with the development and implementation of involvement programs. The is made that an effective planning and design process must provide means by which the values and of residents of affected and users of transportation facilities can be incorporated in technical studies and the decision-making process. Two additional reports contain guidelines for the operation of interdisciplinary teams and team scheduling and management. The systematic interdisciplinary approach undertaken in the State of Washington provides a means by which technical data, values and opinions, and planning and design concepts and standards can all be evaluated by the team in reaching a solution to a problem.

Authors:
Iverson,E. A.

Keywords:
analysis, Community Involvement, Social Factors, Socio-Economic Surveys, Inter-disciplinary Team Operation and Management, criteria, data, design, design process, developed, development, facilities, impacts, management, planning, program, scheduling, survey, Surveys, transportation, transportation planning, Washington

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Abstract:
This report reflects a year of data gathering together with the completion of analysis programs. These include the initial tape conversion, data rejection and selection, fast Fourier transform coefficient computation. Complete statistics of measurements are given.

Authors:
Brown,C.

Keywords:
analysis, Annual, bridge, data, fatigue, maintenance, program, reliability, statistics, wind

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Abstract:
This report describes the results of a feasibility study comprising Phase I of a Central AvalancheHazard Forecasting Program for mountain passes in the State of Washington. The report describes existing weather and avalanche data sources, and suggests improvements and additions for improved input to and feedback from a centralized avalanche forecaster's office which will improve avalanche predictions for all passes within the State. WSDH and consultant efforts and results during FY 75 are described, and specific recommendations for PhaseII, implementation of avalanche hazard forecasting, are provided.

Authors:
Washington State Highway Commission Department of Highways

Keywords:
avalanche, avalanche hazard, weather, weather observations, wind, temperature, precipitation, data reporting, avalanche hazard forecasting, communications, data, data sources, forecasting, hazard, prediction, program, Washington

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Abstract:
The purpose of this study is to establish guidelines and procedures for the measurement of the social effects of transportation systems and facilities on both a regional and community or neighborhood level. This coincides with the increased emphasis on human factors in the planning and design of transportation systems and facilities, which has necessitated the development of a systematic approach to gathering social data and developing normative standards. In part of this increased emphasis has been mandated by Federal statutes such as the National Environmental Policy Act o f 1969 and the Intergovernmental Act of 1968.A detailed examination of the seven-fold classification scheme of social factors and an emphasis on the methodologies used to evaluate social impacts is discussed. Emphasis is placed on the analytical framework utilizing the major phases of inventing existing social conditions, identifying potential changes and measurement of probable impacts. From this analysis a systematic approach to identifying and measuring social impact in transportation planning is put forth, for use by those assigned this responsibility.

Authors:
Social and Econonomic Planning Section of the WA State Department of Highways

Keywords:
analysis, condition, data, design, development, environmental, facilities, framework, human factors, impact, impacts, Measurement of Social Impact, social factors, community identity, community values and desires, community cohesion, disruption, displacement, relocation, minority interest, methodology, planning, policy, systems, transportation, transportation planning

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Abstract:
Part 2 continues the Cascade Passes Avalanche Atlas; Part 1 was published in August 1974 and covers avalanche hazards on Chinook, Cayuse, White and Snoqualmie Passes. The documentation of hazards at Stevens Pass includes only those avalanche paths which directly or potentially affect the highway, U.S. 2. There are numerous other adjacent avalanche paths--Lichtenberg Mountain is a good example--which are prominent in the vicinity of the Pass but which do not present any real likelihood of reaching the highway under foreseeable avalanche conditions. These latter paths are not delineated on the maps or photos, although many do appear within the mapped areas. There is a long history of avalanche occurrences at Stevens Pass, stemming both from railroad and highway experience. Most of the earlier history is unrecorded. A considerable amount of anecdotal knowl- edge for recent years is available from Highway Department personnel with long experience in the area. The historical record has drawn heavily on this experience. The primary compilation of data for Part 2 of the Cascade Passes Atlas was done by Len Miller during his tenure as a contract avalanche consultant for the Highway Department. This compilation has subsequently been amended and extended through the cooperation of the Department avalanche crew at Stevens Pass under the leadership of Steve Reister.

Authors:
LaChapplle,E. R., Brown,C. B., Evans,R. J.

Keywords:
Atlas, avalanche, Cascade, condition, data, hazard, highway

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Abstract:
The primary travel characteristic in question is the mirroring of the magnitude and distribution of the inbound trip patterns to the patterns of the outbound trips. The linear regression analysis for the internal-external (IE) trips plotted by direction and zone volume provided a correlation of 0.09885 for all survey stations combined. The association of the regression lines with the expected 45 degree line when plotting inbound versus outbound trips by zone is a second indicator, and showed an average intercept of about +2.6 trips with a slope of 0.989. The standard error of the estimate was calculated to by 37 trips for all stations combined. The average number of trips per zone is 237.5.A similar analysis of the external-external (EE) trips produced a regression correlation of 0.9954 and the regression lines had an average intercept of +1.5 trips with a line slope of 0.996. In addition to studying the distribution of the trips by zone, the O-D data was stratified into four purposes: 1) work 2) personal, business and shopping 3) social recreation, and 4) other. Percent trips by purpose and by direction were calculated and for all stations combined there was less that a 2% discrepancy for any single purpose. The best match was work trips (0.4% difference) and the greatest difference was in the social-recreation trips, with a 1.9% difference.A comparison of the distribution of trips by trip length was the final area investigated. For I.E. trips inside the cordon line the inbound direction showed an average trip length of 8,86 minutes with a standard deviation of 3.44 minutes and the outbound direction produced and average trip length of 8.89 minutes with a standard deviation of 3.43 minutes.

Authors:
Koontz,B., Kirkland,C. K.

Keywords:
analysis, cordon, data, Error, evaluation, External Cordon, line, Line Survey, Origin-Destination, recreation, regression, regression analysis, survey, travel, trip length, volume, work trip

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Abstract:
This Laboratory has undertaken an extensive series of experimental measurements to determine the effect of barrier screens on the transmission of sound from a point source. By exercising great care in the experimental procedures, the data spread was kept within a narrow band about 1 dB wide. The results of these experiments indicate that the correct attenuation curve (in decibels vs Fresnel number \"NH) for apoint source is given by Fresnells equations. This is an important determination because computer programs based on the widely used National Cooperative Research Program Report 117 use a curve suggested by the work of Maekawa that is lower than Fresnel\'s curve. The results of calculations that convert this point source curve to the incoherent line source (and line source segment) case are also given. The measurements were conducted at two frequencies, 5.19 and 10.019 kHz, and employed a variety of source-to-wall and wall-to-microphone spacings. They were carried out indoors using pulse techniques to eliminate unwanted bounces and reflections.

Authors:
Foss,R. N.

Keywords:
attenuation, barrier, barriers, computer, computer program, data, equations, experimental, Fresenel diffraction, line, noise, Noise supression, program, reflections, research

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Abstract:
Forty-eight bridge decks were investigated for deterioration using visual , mechanical , electrical and chemical techniques. Data from the various techniques and the techniques themselves were compared and evaluated, resulting data base for Washington's bridges and recommendations for efficient condition determinations. Of the thirty-seven bridges for which all four types of inspection could be accomplished, twenty-nine were deteriorating as evidenced by delaminated concrete, and only two had non-deteriorating scores for all four techniques. None of the investigative techniques used in the project have been shown able to predict deck deterioration problems six to eight years in advance, our desired time period for project planning. The mechanical technique, commonly referred to as the "chain drag", is the method recommended for continued use by bridge inspection crews. Forty-eight bridge decks were investigated for deterioration using visual, mechanical, electrical and chemical techniques.

Authors:
Demich,G. F.

Keywords:
base, bridge, bridge deck, bridge decks, bridges, Chloride ion, delamination, half-cell potential, de-icing salt, Galvaic corrosion, concrete cover, bridge deck deterioration, concrete, condition, data, deck, deterioration, inspection, planning, Washington

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Abstract:
This report completely describes the instrumentation on the drawspan of this Evergreen Point Bridge. The design and construction of the data recording system, with the complete calibration of the measurement and collection system is given. Initial data collection and preliminary analysis is set out. The analysis was subsequently abandoned, the data was retained.

Authors:
Brown,C. B.

Keywords:
analysis, Annual, bridge, calibration, construction, data, data collection, design, fatigue, maintenance, reliability, System, wind

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Abstract:
This research project was to evaluate the different variables in photogrammetric practice, which include targeting, film and development process, camera platform and achievable accuracy.Design criteria and standards have been established, which include the manufacturing of camera suspension for helicopter from both a theoretical and practical point of view. The testing of these standards and design criteria includes a large number of data. Thus, they have a high statistical probability of being correct. The project has proved that an all-time photography is possible with the proper selection of camera platform, and that the use of very low flight photography will enable the Highway Department to extend the use of photogrammetric measurement.

Authors:
Veress,S. A., Aramaki,A. A., Hall,J. K., Takamoto,T.

Keywords:
camera, criteria, data, design, design criteria, development, helicopter, camera suspension, target, shutter, vibration, accuracy, air speed, residual errors, highway, research

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Abstract:
This research project was to evaluate the different variables in photogrammetric practice, which include targeting, film and development process, camera platform and achievable accuracy.Design criteria and standards have been established, which include the manufacturing of camera suspension for helicopter from both a theoretical and practical point of view. The testing of these standards and design criteria includes a large number of data. Thus, they have a high statistical probability of being correct. The project has proved that an all-time photography is possible with the proper selection of camera platform, and that the use of very low flight photography will enable the Highway Department to extend the use of photogrammetric measurement.

Authors:
Takamoto,T.

Keywords:
camera, criteria, data, design, design criteria, development, highway, Highways, research, Washington, Washington state

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Abstract:
The porous walled resonating chamber, a type of breakwater, is investigated as a means of reducing reflected waves from structures subjected to random wind generated waves in deep water. Extending laboratory monochromatic studies to a full-scale apparatus appended to a floating bridge allows assessment of scale factors and the effects of random waves on the predicted performance of thedevice as a linear damped oscillator . The full-scale device is shown to be frequency selective at a frequency precisely corresponding to the predicted resonance of the system. The forces, measured on the porous wall, are lower than predicted and the device completely eliminates the problem of wave runuponto the bridge roadway. The method of evaluating the energy attenuation by the breakwater incorporates spectral analysis of digitized data recorded at fixed locations equidistant in front of the chamber and at a remote station away from the influence of the breakwater. Analysis demonstrates that the time average energy density at a fixed location where incident and reflected waves co-exist is influenced not only by the wave amplitudes, as expected, but also by the product of the amplitudes and a function of the phase angle. The chamber effects a change in the random phase angle during reflection , producing a different effective distance of wave travel to the fixed location and thus negating quantitative analysis of the energy dissipation.

Authors:
Richey,E. P., Morden,D. B., Hartz,B. J.

Keywords:
analysis, Assessment, attenuation, Breakwater, bridge, data, density, Energy, floating bridge, forces, incident, performance, roadway, structures, travel, Wave attenuation, wind

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Abstract:
This study was chiefly aimed at determining if a standard precast concrete median barrier placed on a highway shoulder in a fill section, would be effective in reducing highway traffic noise outside of the roadway prism. Secondly, it attacked the question of whether the current computer noise prediction program was giving accurate values.The first phase of the study consisted of collecting noise and traffic measurements in the field, first without and then with a median barrier, at two selected test sites. Next, the geometry of the test sites and field traffic data were entered into the computer program and the predicted noise levels obtained.The second phase consisted of comparing these two sets of data to determine the accuracy of the computer program and the amount of sound reduction, if any, due to the median barrier.The results indicated that the highway traffic noise was dominated by truck generated noise. It was therefore concluded that a standard median barrier will not provide a significant amount of sound reduction, outside of the roadway prism, when placed on a highway shoulder in a fill section. The results also indicated that the current computer noise prediction program will calculate noise levels that are usually higher than actually exist.

Authors:
Klasell,J. A., Butler,B. W.

Keywords:
Acoustical barrier, barrier attenuation, computer, computer program, concrete, data, ground attenuation, highway, median, median barrier, noise, Noise Levels, precast, precast concrete, prediction, program, research, roadway, traffic, traffic data, traffic noise, truck, wind, wind noise, barrier, project

Abstract:
This study was conducted to collect data on the operational characteristics of highway, snow, and studded snow tires and other winter traction aids. The objective of the study was to perform various vehicle maneuvers to evaluate the tire characteristics on wet and dry pavement surfaces. Tests took place on the Washington State Patrol Driver Training Course at Sanderson Field, located west of Shelton, Washington. The testing was done with the cooperation of the Washington State Patrol who furnished personnel and equipment to assist in this research effort.This test maneuvers evaluated during the study are as follows:Test No. 1 Maneuvering (Serpentine Course)Test No. 2 Hairpin CurveTest No. 3 High Speed Lane ChangeTest No. 4 Locked-Wheel StopIn addition to the three types described above, other new traction type products and tires were evaluated. These consisted of studded snow tires with "Norfin" studs, and Garnet impregnated snow tires. Studded tires on all four wheels were also evaluated, at the request of the Washington State Patrol. This combination is used by Troopers assigned to mountain highway passes and areas where there is a large buildup of snow and ice during the winter. This report consists of two areas of evaluation. One involves tire combinations (front and rear) and the other is the evaluation of individual tire types. In addition to these two areas, a separate section is devoted to the tire and vehicle characteristics of Washington State Patrol's vehicle when compared with a Department of Highway's Motor Pool Vehicle. Included also is the test vehicles' description.

Authors:
Toney,Carl A.

Keywords:
data, equipment, evaluation, highway, No Keywords found in report, pavement, pavement surface, research, snow, speed, studded tire, studded tires, studs, tests, tire, tires, traction, training, Washington, Washington state, winter

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Abstract:
This report presents results obtained from the analyses of data which were collected during the performance of Phase I and Phase of this project. The data were at the A. Riedesel Pavement Testing Facility which is operated by Washington State University and is located in Pullman, Washington. Regression analyses were formed in order to relate various factors to each other. The factors used in the analyses included stud type, stud protrusion, speed, air temperature, pavement temperature, environmental conditions, stud hardness and tread depth. The purpose was to evaluate the relative importance of these factors pavement wear. It was found that the type of overlay, the type of stud and the protrusion length were the most important factors affecting pavement wear under Test conditions. The other factors could not be sufficiently isolated to determine their relative importance. Average wear rates were calculated for the different types of pavements and by the different stud types. A formula was developed which can be used to calculate pavement life under certain conditions. The results obtained for Phase I and Phase were compared and the difference in these results is discussed. Some of the difference was due to the different between the two phases A comparison with other associated research was madeA striping paint study was made and the results are in this report.

Authors:
Sorensen,H.

Keywords:
condition, data, developed, environmental, facilities, overlay, pavement, Pavement Durability, life & performance, asphalt pavement, portland cement concretes, overlays, surface textures, studded tires, skid resistance, pavement life, pavement temperature, pavements, performance, project, regression, repair, research, speed, striping, striping paints, Studded, studded tire, Study, temperature, tire, Washington, Washington state

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Abstract:
Federal and State laws require highway departments to prepare statements assessing the impact that proposed highway improvements or construction may have on the environment. An important consideration in the preparation of an impact statement is the anticipated effect the proposed activity will have on air quality since highway transportation is a source of several major air pollutants: particulate matter, nitrogen oxides, carbon monoxide, hydrocarbons, and photochemical oxidants which are formed in the atmosphere in the presence of sunlight. Comprehensive physical studies to predict the air quality impact at proposed sites are generally prohibitive due to the time required to obtain suitable data, the cost of such studies and the number of impact statements that must be considered by most highway departments.Methods have been developed to predict the air quality impact of new highway construction through the use of mathematical atmospheric diffusion models. Once they are properly calibrated these models can be used to test alternative locations and designs. Basically models use meteorological conditions and emission rates to predict downwind concentrations as illustrated in Figure 1.The principal objective of this research project has been to conduct a search of the literature to identify state-of-the-art air quality predictive schemes applicable to motor vehicle transportation. The available models have been analyzed in detail and evaluated in terms of selected characteristics that serve to describe the predictive capabilities of each. Limitations in the models have also been noted where appropriate.Section 2.0 o f this report describes the methods used in conducting the research. Sections 3.0 and 4.0 present the models analyzed and a general discussion of applicability, in both narrative and tabular form. Section 5.0 summarizes the study and presents the recommendations for future consideration.

Authors:
Rossano,A. T., Lamb,Donna V., Badgley,Franklin

Keywords:
air quality, Alternative, carbon monoxide, Concentrations, condition, construction, cost, data, design, environment, highway, highway construction, Highways, hydrocarbons, impact, model, modeling, models, nitrogen, particulate matter, Pollutants, quality, research, state-of-the-art, transportation, Washington, Washington state

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Abstract:
The objectives of this research are two-fold: 1) to identify characteristics of recreational trips, and 2) to identify factors influencing the distribution of recreational trips. Characteristics of recreational trips have been identified on the basis of data collected from different state agencies in the State of Washington. Seven recreational trip purposes which are characteristic for the State of Washington have been identified in this study: 1) camping trips, 2) hunting trips 3) fishing trips, 4) visiting beaches and clamming, 5) snow skiing, 6) driving for pleasure and sightseeing, and 7) others.The analysis has been performed basically for the spatial and temporal distribution of recreational trips. Spatial distribution relates to the location of the recreational opportunities which can clearly be distinct for each of the trip purposes and is further characterized by the trip-length frequency connected with each of these trip purposes. Temporal distribution is related primarily to the seasons within which the activity corresponding to the trip purpose can be pursued.A further reason for classifying recreational trips into these seven purposes is the difference in travel behavior that can be observed in connection with trip purposes. For example, hunting, fishing, and snow skiing are trips with a distinct destination, and the trip maker tends to select the shortest route to his destination in order to minimize the travel time. Travel to the trip destination is not, therefore, an essential part of the recreation experience. On the other hand, driving for pleasure and sightseeing creates different travel behavior.

Authors:
Leonhardt,K.

Keywords:
agencies, analysis, behavior, data, objectives, recreation, Recreational travel, research, season, snow, travel, travel behavior, travel patterns, travel time, trip length, Washington, Washington state

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Abstract:
This report presents some data obtained from testing twenty-two different types of overlays on three concentric tracks at the G.A. Riedesel Pavement Testing Facility at Washington State University. Six different passenger winter tires were tested, including unstudded, a garnet dust snow retread, and four different types of studs. The data represents a testing period from November 20, 1972 to February 20, 1973 and a total 300,000 revolutions, that is 900,000 wheel applications on the inside track and 300,000 wheel applications on the outside track.The results reveal that the different polymer, concretes show the least wear, and that rubber additives improved the performance of some of the asphalt concrete overlays. The type #2 stud continually showed less wear than the other types of studs. Comparisons with the previous ring reveals that the present ring overlays showed less wear, and that stud protrusions are much less. A comparison and discussion of the results from both rings a t this wheel application range is presented. The results from the present data are also discussed. The results are tentative and may change as the present test continues.

Authors:
Krukar,M., Cook,J. C.

Keywords:
applications, asphalt, asphalt concrete, concrete, concrete overlays, data, effects, facilities, Interim, overlay, overlays, pavement, Pavement overlays, performance, Phase II, polymer, rubber, snow, Studded, studded tire, studs, tire, tires, Washington, Washington state, winter

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Abstract:
A study was conducted of rest area wastewater disposal problems and related factors for the Washington State Highway Commission during the period of June - December 1971. This report on the study is intended to present an evaluation of present rest area wastewater systems together with feasibility analyses of alternative methods of waste handling. It is not intended to be a preliminary engineering design report.Data are presented on rest area problems as reported to or observed by the writers on field visitations. This is followed by discussions of criteria and standards presently used in rest area design together with data on water usage for those rest areas where "complete" data were available. Laboratory analyses were made on rest area wastewaters and on a certain additive, " Bacterial Waste Disposer", that has been used in some of the rest areas. A discussion is included on possible future trends and uses of rest areas and the need to minimize water usage. Chapter XI1 contains the principal thrust of the report in its discussion of possible rest area wastewater disposal methods with an evaluation and some relative cost data. With increasingly stringent requirements for wastewater disposal, it seems apparent that rest area wastewaters must continue to be disposed of on highway property. If not, the Department would find itself, in most instances, with the task of operating continuously and effectually some rather complicated treatment systems that require trained operators, operational reports and effluent analyses, and systems that are not usually amenable to the flow characteristics of rest area wastewaters. Since much national attention is being given to these problems, it is hoped that new or improved treatment schemes may be developed in the future that will be appropriate for rest areas. An intent of this study has thus been to suggest means of wastewater disposal, presently available that would offer an improvement to the septic tank drain field method of disposal.Conclusions and recommendations drawn from the study are as follows:1. There is no question but that septic tank- drain field disposal systems would, because of their simplicity, be the preferred method of disposal if their installation were applicable to most rest areas and if they would, from past experiences here and elsewhere give some assurance of a freedom from operating difficulties over a period of just a few years.

Authors:
Seabloom,Robert W.

Keywords:
additive, Alternative, cost, criteria, data, design, developed, disposal, evaluation, flow, highway, improvement, ITS, methods, Operating, rest area, rest areas, Study, System, systems, Washington, Washington state

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Abstract:
An interim report of the second year of a three-year study of avalanche hazards along Washington mountain highways is presented. Applicable snow, avalanche and weather data for 1971-72 are given. Also included is a theoretical treatment o f the stress analysis of slab avalanches and a bibliography of snow clearing technology.

Authors:
LaChapplle,E. R., Brown,C. B., Evans,R. J.

Keywords:
analysis, Annual, avalanche, Avalanche control, Washington mountain highways, Snow and weather data, Snow clearing technology, Avalanches, control, data, hazard, highway, Highways, Interim, methods, snow, stresses, Study, technology, Washington, Washington state

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Abstract:
This preliminary report presents data obtained from testing at the L A Riedesel Pavement Testing Facility during the period from February 11 t o May 4, 1972. The purpose of this project was four fold: (1) to determine pavement wear caused by studded tires; (2) to evaluate the resistance of different pavement materials and textures used in the states o f Washington and Idaho to wear caused by tire studs; (3) t o test pavement materials and overlays to reduce tire stud damage; and, (4) to study the effect of studded truck tires on pavements.This preliminary report presents data obtained from testing at the G. A. Riedesel Pavement Testing Facility, during the period from February 11 to May 4, 1972.

Authors:
Krukar,M., Cook,J. C.

Keywords:
damage, data, facilities, materials, overlay, overlays, pavement, Pavement Durability, life & performance, asphalt pavement, portland cement concretes, overlays, surface textures, studded tires, skid resistance, project, resistance, studded tire, studded tires, studs, Study, tire, tires, truck, Washington

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Abstract:
A major problem faced by personnel responsible for manipulating aerotriangulation data through transformation and adjustment programs in an electronic computer is that of isolating and detecting blunders and other erroneous data. This study created an automated data analysis and rejection program to reduce the turn around time from initial entry to certification of the final adjustment. Parameters for establishing the smallest detectable errors for rejection were determined by analyses of error sources in ground control surveys, aerial photography, and aerotriangulation theory and operations. Some seldom considered theorectical and practical error sources in ground control surveys are discussed and resolved. The data rejection program chart is listed in the appendix.

Authors:
Hou,Cheng-Yeh

Keywords:
aerial photography, analysis, computer, control, data, detection, error detection, program, Standard error, solar altitude, linear transformation, strip adjustment, aerotriangulation, deflection of vertical, refraction in precise leveling, second term, double summation, image motion, film distortion, flight height, survey

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Abstract:
A major problem faced by personnel responsible for manipulating aerotriangulation data through transformation and adjustment programs in an electronic computer is that of isolating and detecting blunders and other erroneous data. This study created an automated data analysis and rejection program to reduce the turn around time from initial entry to certification of the final adjustment. Parameters for establishing the smallest detectable errors for rejection were determined by analyses of error sources in ground control surveys, aerial photography, and aerotriangulation theory and operations. Some seldom considered theorectical and practical error sources in ground control surveys are discussed and resolved. The data rejection program chart is listed in the appendix

Authors:
Hou,Cheng-Yeh

Keywords:
aerial photography, Aerotriangulation, analysis, analysis and control, computer, control, data, detection, Error, error detection, Executive, program, survey

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Abstract:
A major problem faced by personnel responsible for manipulating aerotriangulation data through transformation and adjustment programs in an electronic computer is that of isolating and detecting blunders and other erroneous data. This study created an automated data analysis and rejection program to reduce the turn around time from initial entry to certification of the final adjustment. Parameters for establishing the smallest detectable errors for rejection were determined by analyses of error sources in ground control surveys, aerial photography, and aerotriangulation theory and operations. Some seldom considered theorectical and practical error sources in ground control surveys are discussed and resolved. The data rejection program chart is listed in the appendix.

Authors:
Hou,Cheng-Yeh

Keywords:
aerial photography, analysis, computer, control, data, detection, error detection, program, Standard error, solar altitude, linear transformation, strip adjustment, aerotriangulation, deflection of vertical, refraction in precise leveling, second term, double summation, image motion, film distortion, flight height, survey

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Abstract:
This study was made to obtain information on the noise levels being emitted by vehicles currently using the highways of the State of Washington. The Washington State Highway Commission requested this study for guidance in proposing vehicle noise control legislation. The main controversy in states with existing comprehensive vehicle noise legislation has concerned trucks traveling on roads with posted speeds above 35 mph. The main thrust of our study is therefore concerned with this particular area, although data were also taken on automobiles and on roads posted at less than 35 mph. This study is unique in that the noise level - and the speed of all vehicles were measured. In addition, all trucks over 10,000 lb were weighed. Our large body of data has been graphed in numerous ways to illustrate various aspects--including how the noise factor varies with speed, weight, and percentage of full load, etc. Some photographs of the trucks together with their noise data a real so included.

Authors:
Foss,Rene N.

Keywords:
control, data, highway, Highways, noise, Noise Levels, speed, Study, truck, trucks, vehicle noise, Washington, Washington state, weight

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Abstract:
Implementation of automatic data acquisition using impulse techniques requires the development of a mechanical device to set an instrument package on the pavement, deliver an impulse of energy, and retrieve the instrument package. This is to be accomplished automatically with the vehicle proceeding down the highway.This report describes developments toward an improved system for accomplishing the desired results. The system employs a cleated belt supported by dual wheels in the configuration of a V- belt, which carries the instruments. A pneumatic chamber, which delivers an impulse of energy to the pavement and its supporting linkage, is also described. A bibliography of previous reports on impulse techniques of pavement testing is included.

Authors:
Brands,F., Cook,C. J.

Keywords:
computer, data, development, Energy, ITS, linkage, Non-destructive tests, pavement, pavement condition, pavement deflection, pavement evaluation, Portable tester

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Abstract:
This report covers activities for the eighteen months ending September 1971 under a Washington State Highway Department Contract for Research Project No. Y1301 with the University of Washington. Snow and avalanche climate varies widely across the parts of the Cascade Mountains spanned by SR-20. Little information is presently available about temperatures and weather patterns over the passes, but a limited amount of snow depth data are available from snow courses. These snow data are presented and analyed.

Authors:
LaChapplle,E. R.

Keywords:
avalanche, Avalanches, data, highway, Highway SR 520, North Cascade, project, research, snow, temperature, Washington, Washington state

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Abstract:
This Avalanche Atlas catalogs details of snow avalanche activity along the North Cascades Highway, SR-20, between Newhalem on the west side of the Cascade Mountains and Mazama on the east side. Data contained herein have been collected during summer and winter reconnaissances in 1970 and 1971 under contract between the Washington State Highway Department and the University of Washington. Compilation of this Atlas completes the first phase of a planned three-year study of avalanche problems and control methods on the highways of the State of Washington.

Authors:
LaChapplle,E. R.

Keywords:
Atlas, avalanche, Cascade, control, data, highway, Highways, methods, North, North Cascade, snow, SR 20, Study, Washington, Washington state, winter

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Abstract:
The purpose of this study was threefold: (1) Develop empirical equivalencies from all four rings, (2) develop a design method for overlays based on field deflections; and (3) evaluate the validity of data obtained from instrumentations in terms of n-layer elastic theory and then develop theoretical equivalencies.This was done. Field equivalencies were developed and they indicated that superiority of the treated base materials over the untreated. A design method was developed which could be used for predicting when an overlay was needed and what thickness was needed to withstand certain equivalent wheel loads and deflections.Using computer programs for n-layer elastic theory developed by Chevron Research Company, deflection stresses and strains were computed and compared with field data. Assumptions about the material behavior and condition were made based on laboratory data obtained from The Asphalt Institute and field knowledge, and were used to help predict the behavior of pavements. The results were encouraging and indicate that field measurements generally were comparable with elastic layer theory predictions. This will help to develop and modify existing design limits for stresses, strains and deflection for future work.Equivalencies based on theoretical deflections, stresses and strains indicate the difficulty of assigning precise values. These values also indicate the superiority of treated materials over the untreated materials.

Authors:
Krukar,M., Cook,J. C.

Keywords:
analysis, asphalt, base, base materials, behavior, computer, computer program, condition, data, design, equivalencies, evaluation, experimental, loads, materials, overlay, overlays, pavement, pavements, prediction, program, research, strains, stresses, volume, wheel load

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Abstract:
The ProblemThe growth of population in metropolitan areas and the increasing affluence and leisure time of that population is exerting ever-increasing pressure on recreational resources and the transportation facilitiesconnecting the metropolitan areas with the recreation areas. Historically, travel for recreational purposes has grown more rapidly than that for other purposes and if forecasted increases in real income andleisure time materialize this trend will continue. There is increasing concern that proper attention has not been given to recreational travel as a factor in transportation planning either at the state or urban area level. Recreational travel occurs primarily on weekends and holidays whereas the urban transportation studies, almost without exception, are concerned with weekday travel. Recreational travel serves both as a means to an end and as an end in itself. Access to a variety of recreational activities is an importanthuman need and is presumed to be an agreed-upon objective of-public policy. In addition travel has an intrinsic recreational value, the extent of which depends on place and circumstances. This study proposes a concept far long-range planning of transportation facilities needed to serve the weekend travel demands of a metropolitan area. The planning concept is proposed as a means of achieving more effective utilization of resources in providing for recreational needs. Where data have been used in this study to support conclusions, they have been extracted from surveys conducted by agencies in the state of Washington and from selected studies undertaken elsewhere. Despite the limited availability of certain data, the method of analysis and the planning process presented in this report are considered to have general applicability.

Authors:
Karlfritz,L.

Keywords:
agencies, analysis, availability, data, demand, development, facilities, planning, policy, population, pressure, recreation, Recreational travel, survey, Surveys, transportation, transportation planning, travel, urban, Washington

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Abstract:
The Impulse Index as a measure of pavement condition was previously described in a report of the Research Division of Washington State University entitled, "Pavement Deflection Measurement - Dynamic-A Feasibility Study, Final Report, June 1970," by Frank W. Brands, P. E. and John C. Cook, P. E.Implementation of automatic data acquisition using impulse testing requires the development of a mechanical device to set an instrument package on the pavement, deliver an impulse of energy, and retrieve the instrument package. This is to be done automatically with the vehicle proceeding down the highway. This report describes a test model built to facilitate the determination of data necessary for design of a prototype vehicle.

Authors:
Brands,F., Cook,C. J.

Keywords:
condition, data, design, development, Energy, highway, impulse index, index, model, pavement, pavement deflection, research, Washington, Washington state

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Abstract:
This report describes the results obtained from Experimental Ring No. 2, the first ring of a three-ring tests series on treated bases at the Washington State University Test Track. This experiment was concerned with studying the effects of controlled wheel load repetitions on untreated, emulsion, and specialaggregate asphalt - treated bases of four varying thicknesses. Construction, instrumentation, results , and conclusions are described and drawn. Benkelman beam, LVDT, strain gages, pressure cells and moisture tensiometers were used to measure deflections , strains , stresses and moisture. Maximum values are tabulated. Temperatures were also recorded. Testing can be divided into two time periods - fall of 1966 and spring of 1967. Values obtained from instruments show that different conditions existed during those testing periods, and that deflections , strains and stresses were two to four times higher in the spring than in the fall. Modes of failure were also different . Equivalencies between the different base materials were established. Other conclusions were drawn. Since this is a continuing experiment, it should be emphasized that results and conclusions are subject to change, depending upon data from the remaining experimental rings.

Authors:
Krukar,M., Cook,J. C.

Keywords:
asphalt, base, condition, construction, data, experimental, materials, pavement, pressure, research, strains, stresses, temperature, test track, tests, volume, Washington, Washington state

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Abstract:
At the request of the Washington Department of Highways two studies have been conducted by a team of specialists at the University of Washington Air Resources Program to determine the applicability of the Acoustic Radar to air quality modeling to mobile sources.At the request of the Washington Department of Highways two studies have been conducted by a team of specialists at the University of Washington Air Resources Program to determine the applicability of the Acoustic Radar to air quality modeling of mobile sources. Following an exploratory investigation, a comprehensive study was undertaken in which the atmospheric structure was measured by a modified Monostatic Acoustic Radar and the derived stability conditions were compared with the commonly used Pasquill-Turner stability classes, which are based on empirical data. This comprehensive study was performed over a three month period in the fall of 1976, when an unusually persistent air stagnation existed in the study area caused by a stationary high pressure system over the entire Northwest.The Evergreen Point Floating Bridge Toll Plaza in Bellevue, Washington was selected for test location.The carbon monoxide (CO) concentrations were measured at six strategically located sampling points and then compared with the computer model predictions utilizing atmospheric stability data derived by both the Pasquill-Turner and the Radar echo methods. The results indicated that the Acoustic Radar method of determining D & E stability classes is a more realistic approach than that of the Pasquill-Turner Method. Furthermore, the Radar method can also provide continuous remote sensing and recordings of atmospheric parameters. The variation of the inversion height, as measured by the Radar echoes has shown a reasonably good correlation with the variation of the measured CO concentration.

Authors:
Rossano,A. T., Badgley,F. I., Juhasz,P. C., Bang,G., Carsey,F.

Keywords:
Acoustic Radar, air pollution, air quality, Air Quality Modeling, bridge, carbon monoxide, Carbon Monoxide Perdictions, computer, Concentrations, condition, data, floating bridge, highway, Highways, ITS, model, modeling, prediction, pressure, program, quality, remote sensing, Remote Sensing Atmospheric Structur, sampling, stability, Transportation Pollutio, Washington

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