Transportation Intelligence

Volume 5 Number 1

February 2007

Structures
Administration
Safety
Urban
Pavements
Feedback

Structures
Evaluation of Products That Protect Concrete and Reinforcing Steel of Bridge Decks from Winter Maintenance Products
This study was initiated to develop performance-based testing procedures to aid Colorado Department of Transportation (CDOT) concrete selection and protection process. The study was also to evaluate commercially available products developed to resist deicer deterioration in parking garages, which may extend the service life of concrete bridge decks, and lower their life-cycle costs. Two parameters were tested that are significant to bridge deck and steel deterioration: chloride intrusion (that causes corrosion in the reinforcing steel), and loss of surface abrasion resistance (wear). (Colorado Department of Transportation Report CDOT-2006-4, December 2006, 91p.)

Pavements
Minnesota Seal Coat Handbook 2006
The primary purpose of this handbook, revised in 2006, is to provide a solid background in seal coat materials, equipment, design and construction for the field inspector. Divided into two main sections, this updated handbook provides direction for designers and field personnel. (Minnesota Local Road Research Board Manual 2006-34, June 2006, 120 p.)

 

Urban
Framework for Municipal Infrastructure Management for Canadian Municipalities
This client report details the "top level" processes for municipal infrastructure management (MIM); it primarily deals with decision-making. That is, it addresses what information is needed by upper management to manage municipal assets. A complementary Client Report B5123.14 delves into the details of the "WHAT" and "HOW" of the Framework for municipal infrastructure management; it basically outlines the implementation issues that are faced by practitioners, describes available technologies to address the opportunities and suggests potential solutions. .(National Research Council of Canada - Institute for Research in Construction report B-5123.7, September 2006, 18 p.)


Safety
Safety Impacts of Pavement Edge Drop-Offs
Pavement edge drop-off (PEDO) related crashes are substantially more likely than other crashes on similar roadways to result in serious injuries, and are more than twice as likely to be fatal, according to this research report. (US AAA Foundation for Traffic Safety, September 2006, 144p.)

Structures

Galvanic effect induced by coupling of stainless steel and carbon steel reinforcements
A cost-effective approach that has the potential to extend the service life and reduce maintenance costs of concrete structures is to use stainless steel rebar in high corrosion risk areas, combined with carbon steel rebar in low-risk areas. However, concerns about galvanic corrosion associated with the use of two different metals in direct (electrical) contact prevented the application of this design approach. This paper investigates the galvanic coupling behaviours of carbon steel and three different stainless steels. (National Research Council of Canada Paper NRCC-49226, October 21, 2006, 7 p.)

Life cycle cost analysis of high performance concrete bridges considering environmental impacts
This paper presents a comprehensive approach to life cycle cost analysis of reinforced concrete bridges that takes into account all costs incurred by the owners and users during construction, maintenance rehabilitation and replacement. This approach provides also an estimate of the environmental impacts associated with construction and replacement of bridge decks in terms of greenhouse gas emissions and waste production. (National Research Council of Canada. Institute for Research in Construction paper NRCC-48696, November 2006, 17 p.)

 

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Administration

Environmental Geospatial Information for Transportation
This report summarizes a May 3-4, 2006, peer exchange that took place in Washington, D.C. The peer exchange highlighted several examples of successful collaboration, data sharing, and the effective use of environmental geospatial information systems data in transportation planning. The report focuses on environmental stewardship, streamlining, and sustainable growth; the importance of effective collaboration; and building capacity for data management and sharing. Appendices to the report include the final meeting agenda, biographies of presenters and panelists, contact information for all participants, descriptions of applications showcased by participants, responses of Mid-Atlantic states to a preconference questionnaire, and references for related initiatives and resources. (Transportation Research Board E-Circular E-C106, November 2006, 80 p.)

Advanced Quality Systems: Guidelines for Establishing and Maintaining Construction Quality Databases
Construction quality databases are a key element of any construction quality assurance system. The use of construction quality databases enables highway agencies to make sound and informed decisions upon analyzing the data. This report contains guidance on how highway agencies can best establish and maintain construction quality databases for hot-mix asphalt and concrete construction. It describes an ideal database and presents illustrative examples of the types of analyses that can be performed to make sound, data-based decisions that lead to cost-effective construction. (US Federal Highway Administration Report FHWA-HRT-07-019, November 2006, 106 p.)(This item can be requested from the TIS.)

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Safety

Work Zone Impacts Assessment: An Approach to Assess and Manage Work Zone Safety and Mobility Impacts of Road Projects
Work zone impacts assessment is the process of understanding and managing the safety and mobility impacts of a road construction, maintenance, or rehabilitation project. Assessing work zone impacts is important for developing effective work zone TMPs that provide for safety, mobility, and quality in maintaining, rehabilitating, and rebuilding our highways. This Guide presents a general approach for work zone impacts assessment, mirroring the typical program delivery process of transportation agencies. It also provides examples of how agencies are currently assessing and managing work zone impacts, as well as an overview of different traffic analysis tools that may be used for analysis of work zone impacts. The Guide is intended to help transportation agencies in their efforts to make work zones work better and is the fourth of four guides to help agencies implement the updated Rule on Work Zone Safety and Mobility (23 CFR 630 Subpart J). (US Federal Highway Administration report FHWA-HOP-05-068, August 2006, 184 p.)

Investigating the Impacts of Rainy Weather at Isolated Signalized Intersections
Various studies showed that the impact of weather on traffic flow is a topic that is of much interest to researchers and transportation officials. This thesis examines the impacts of wet weather on traffic flow and signalized intersections, and it also examines the feasibility of mitigating these impacts. (University of Virginia Center for Transportation Studies Report UVACTS-15-30-90, January 2006, 189 p.)

Road Weather Management Program
The Road Weather Management Program, within the FHWA Office of Operations, seeks to better understand the impacts of weather on roadways, and promote strategies and tools to mitigate those impacts. Envisioned is a system that provides “Anytime, Anywhere Road Weather Information” for road users and road operating agencies, as well as a robust, competitive market for road weather services. Program goals are organized into four areas: enhancing observing capabilities, training and outreach, advancing the state-of-the practice, and promoting coordinated research. (US Federal Highway Administration Office of Operations Program)

Australasian Road Safety Research, Policing and Education Conference Proceedings Internet site
The Road Safety Research, Policing and Education Conference is an annual event which provides an opportunity for road safety practitioners, researchers and police to meet and discuss the latest road safety activities throughout Australasia. The Internet site has been established to provide access to proceedings of each Road Safety Research, Policing and Education Conference held.

Speed choice: the influence of human, vehicle and road
At present, an average of 40 to 50% of all drivers offend against the speed limits. Often, drivers choose to speed on purpose, but often it happens unintentionally. This fact sheet discusses the factors which influence the drivers' speed choice. The fact sheet shows that the speed choice depends on factors like personal preference, social circumstances, road features, vehicle characteristics, and all sorts of interactions between these factors. (Netherlands SWOV Institute for Road Safety Fact Sheet, December 2006, 6 p.)

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Urban

Congestion Pricing: A Primer
Highway congestion has increased dramatically over the past two decades. Between 1982 and 2003, U.S. highway congestion has increased in extent, duration, and intensity. Congestion pricing – sometimes called value pricing – is a way of harnessing the power of the market to reduce the waste associated with traffic congestion. This primer introduces four main types of pricing strategies. (US Federal Highway Administration Report FHWA-HOP-07-074, December 2006, 12 p.)

Transit Noise and Vibration Impact Assessment
This report is the second edition of a guidance manual originally issued in 1995 which presents procedures for predicting and assessing noise and vibration impacts of proposed mass transit projects. All types of bus and rail projects are covered. Procedures for assessing noise and vibration impacts are provided for different stages of project development, from early planning before mode and alignment have been selected through preliminary engineering and final design. (US Federal Transit Administration Report FTA-VA-90-1003-06, May 2006, 274 p.)


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Pavements

Long-Term Pavement Performance Program Manual for Falling Weight Deflectometer Measurements
This document provides background information and field operations guidelines for the collection of Falling Weight Deflectometer (FWD) data on Long Term Pavement Performance (LTPP) test sections. It includes equipment setup, equipment calibration, test locations, and test procedures. (US Federal Highway Administration report FHWA-HRT-06-132, December 2006, 79 p.)(This item can be requested from the TIS.)

Resilient Modulus and Permanent Deformation Test for Unbound Materials
This manual describes procedures for preparing and testing unbound materials, including cohesive and granular materials, for the determination of the resilient modulus (Mr) and permanent deformation response. Samples are to be tested under conditions prevailing in the road layer in which the evaluated material is located. These conditions include density and moisture state as well as the level of traffic-induced stress estimated for the layer under consideration. (National Research Council of Canada Report IRC-IR-872, March 3, 2006, 46 p.)

Evaluation of Composite Pavement Unbonded Overlays: Phase III
In recent years, thin whitetopping has evolved as a viable rehabilitation technique for deteriorated asphalt cement concrete (ACC) pavements. Although the main factors affecting thin whitetopping performance have been identified by previous research, questions still existed as to the optimum design incorporating these variables. The objective of this research is to investigate the interaction between these variables over time. Variables investigated include ACC surface preparation, PCC thickness, slab size, synthetic fiber reinforcement usage, and joint spacing. (Colorado Department of Transportation Research Report CDOT-DTD-R-2006-8, August 2006, 37 p.)

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