In-House Versus Consultant Design Costs in State Departments of Transportation

1999 ◽  
Vol 1654 (1) ◽  
pp. 153-160 ◽  
Author(s):  
Chester G. Wilmot ◽  
Donald R. Deis ◽  
Helmut Schneider ◽  
Charles H. Coates
Author(s):  
Ruohan Li ◽  
Jorge A. Prozzi

The objective of this study is to evaluate the field variability of jointed concrete pavement (JCP) faulting and its effects on pavement performance. The standard deviation of faulting along both the longitudinal and transverse directions are calculated. Based on these, the overall variability is determined, and the required sample sizes needed for a given precision at a certain confidence level are calculated and presented. This calculation is very important as state departments of transportation are required to report faulting every 0.1 mi to the Federal Highway Administration as required by the 2015 FAST Act. On average, twice the number of measurements are needed on jointed reinforced concrete pavements (JRCP) to achieve the same confidence and precision as on jointed plain concrete pavements (JPCP). For example, a sample size of 13 is needed to achieve a 95% confidence interval with a precision of 1.0 mm for average faulting of JPCP, while 26 measurements are required for JRCP ones. Average faulting was found to correlate with several climatic, structural, and traffic variables, while no significant difference was found between edge and outer wheelpath measurements. The application of Portland cement concrete overlay and the use of dowel bars (rather than aggregate interlock) are found to significantly reduce faulting. Older sections located on higher functional classes, and in regions of high precipitation or where the daily temperature change is larger, tend to have higher faulting, and might require larger samples sizes as compared with the rest when faulting surveys are to be conducted.


Author(s):  
W. Griffin Sullivan ◽  
Isaac L. Howard

The Proctor test method, as specified in AASHTO T134 and ASTM D558, continues to play a vital role in design and construction quality control for soil-cement materials. However, neither test method establishes a methodology or standardized protocols to characterize the effects of time delay between cement addition and compaction, also known as compaction delay. Compaction delay has been well documented to have a notably negative effect on compactability, compressive strength, and overall performance of soil-cement materials, but specification tools to address this behavior are not prevalent. This paper aims to demonstrate the extent of compaction delay effects on several soil-cement mixtures used in Mississippi and to present recommended new test method protocols for AASHTO T134 to characterize compaction delay effects. Data presented showed that not all soil-cement mixtures are sensitive to compaction delay, but some mixtures can be very sensitive and lead to a meaningful decrease in specimen dry density. Recommended test method protocols were presented for AASHTO T134 and commentary was presented to provide state Departments of Transportation and other specifying agencies a few examples of how the new compaction delay protocols could be implemented.


2018 ◽  
Vol 6 (4) ◽  
pp. 683-694
Author(s):  
Ayberk Kocatepe ◽  
Mehmet Baran Ulak ◽  
Javier Lores ◽  
Eren Erman Ozguven ◽  
Anil Yazici

2012 ◽  
Vol 50 (1) ◽  
Author(s):  
Michael W. Babcock ◽  
John C. Leatherman

The purpose of this paper is to present a methodology to measure some of the economic impacts of state highway programs. State departments of transportation (DOTs) need such a methodology for a variety of reasons, including long-term highway planning as well as advising state policymakers concerning the economic impacts of highway programs. The specific objectives of this study are: (1) describe a procedure to measure the output, value added, and employment impacts of specific types of highway and bridge improvement, and (2) illustrate an application of the model using data from Kansas. The objectives of the research are accomplished with input-output modeling. An 11-step procedure is described for adjusting the Kansas IMPLAN input-output model so that it is capable of measuring economic impacts for specific types of highway and bridge improvement. The model is illustrated using data from a recently completed study of the Kansas Comprehensive Transportation Program (CTP), which included expenditure of $5.24 billion on state highway system projects. Data from this study are used to demonstrate the calculation of output, value added, and employment impacts for five different highway and bridge improvement categories.


Author(s):  
Cody S. Stolle ◽  
John D. Reid

Cross-median crashes are one of the most severe type of highway crashes. Many state Departments of Transportation (DOTs) install median barriers, such as cable median barriers (CMBs), to reduce the rate of cross-median crashes. Nonetheless, these barriers are not always successful. Approximately 20,000 cable barrier crashes throughout the United States spanning between 1999 and 2010 were examined, and detailed data was sufficient to determine the prevailing causes of 182 penetration crashes (i.e., barrier was breached). Penetration crashes involving CMBs were affected by: (1) impact conditions; (2) barrier placement and design; and (3) vehicle factors, including geometry and inertial properties. In general, CMB crashes occur at higher CG trajectory angles than with other roadside features. The 85th percentile CG trajectory angle for cable barriers was 39 degrees, compared to 25 degrees when all roadside features are considered. Approximately 2.2% of all CMB crashes were severe, although penetrations were between two and thirteen times more likely to be severe than non-penetration crashes. Vehicle factors such as weight and geometrical profile affected the likelihood of CMB penetrations. Headlights or taillights fractured or were damaged in approximately 80% of non-penetration crashes, but were damaged or fractured in less than 60% of penetration crashes, often by additional unrelated impacts. Lastly, heavier vehicles with more kinetic energy were more likely than similar, lighter vehicles to penetrate CMBs. Through better understanding of all of the complicating factors affecting CMB performance, better designs and guidelines can be prepared to maximize CMB effectiveness.


Author(s):  
Daniela Bremmer ◽  
Keith C. Cotton ◽  
Brooke Hamilton

Performance measurement is an evolving practice. All state departments of transportation (DOTs) have used some aspect of performance measurement for analyzing system uses and conditions as part of the engineering and planning disciplines. Yet the business management process and accountability aspects of the performance measurement field have emerged in the transportation industry just in the past decade. State DOTs operate under heightened political pressures, and accountability mandates drive change in performance measurement practices. This paper illuminates important trends that drive the evolution of the field and that need greater attention in research. The emerging purposes and needs for performance measurement and performance management have substantial implications for practitioners and managers. The paper first describes the research purpose and method and presents a generational model for conceptualizing the stages in performance measurement development in transportation agencies. Next, the major pressures that drive performance measurement development are noted, and the most pertinent responses uncovered by this research are summarized. The paper concludes with recommendations for advancing the field and opportunities for further research. This report does not critique specific practices or judge state capabilities. Its intention is to describe emerging trends and needs driving the changing practice of performance measurement at state DOTs by using illustrative examples to help practitioners understand the state of the field and prepare for potential challenges ahead.


Author(s):  
Peter B. Ohlms ◽  
Lance E. Dougald ◽  
Hannah E. MacKnight

As bicycling and walking have become more integrated into transportation agencies’ processes of planning, design, and operations, some state, regional, and local agencies have established nonmotorized data collection programs of varying scopes and with varying methods. The purpose of this study was to identify ways to plan and implement a nonmotorized count program in Virginia, and the scope included reviewing existing U.S. national-level guidance and examples from state departments of transportation (DOTs) other than Virginia’s to determine the most effective ways of implementing such a program. Study tasks included synthesizing the literature to obtain relevant information with regard to nonmotorized travel monitoring programs, practices, and technologies, as well as obtaining information from representatives of three states through interviews of public agency staff and researchers involved in each state’s program. The study found a large volume of recent research on the topic of nonmotorized travel monitoring. The study concluded that the practice of nonmotorized travel monitoring has evolved and expanded in recent years; that many commercially available counting technologies exist and have been evaluated; that the practice of nonmotorized travel monitoring, as with motorized travel monitoring, has several aspects beyond purchase and installation of automatic count equipment; and that several states are developing nonmotorized count programs and have begun putting their data to use. The findings provide a foundational resource for state DOTs that are considering developing state-level counting programs.


Author(s):  
Eugene M. Wilson ◽  
Khaled Ksaibati

In 1995, the Mountain-Plains Consortium in the Rocky Mountain area initiated TEL8. TEL8 is a satellite-based telecommunications system serving 10 sites in FHWA’s Region 8. Each site consists of in-room audio and video equipment that receives and transmits live sound and picture, coding/decoding compression equipment, and a satellite transmission system. Each site is capable of sending and receiving signals from other sites in several modes of conferencing ranging from broadcast to multipoint two-way conferencing. The goals of TEL8, its development, and lessons learned are presented along with cost data for this cutting-edge technology. The many applications, including formal graduate course work, informally scheduled learning opportunities, and open communication forums, are also discussed. The system provides a network for interaction among the six departments of transportation and four regional universities. A user assessment of this form of distance learning is compared with more traditional forms using results of several client-based surveys.


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