The US Transportation Collection consists of documents from across all transportation modes with specific focus on research reports from US DOT, state DOTs, and other transportation organizations.
Bookmark this collection: https://rosap.ntl.bts.gov/collection_ust or https://doi.org/10.21949/1530857.
Previous Iowa DOT sponsored research has shown that some ClassC fly ashes are cementitious (because calcium is combined as calciumaluminates) while other Class C ashes containing similar amounts ofelemental calcium are not (1). Fly ashes from modern power plants inIowa contain significant amounts of calcium in their glassy phases,regardless of thei
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Pitt, J., Demirel, T., Bergeson, K., Rohde, J. R., & Jashimuddin, J. (1987). Optimization of soil stabilization with class C fly ash (Report No. ISU-ERI-Ames-8716). Iowa State University. https://rosap.ntl.bts.gov/view/dot/23219
Pitt, J.M., T. Demirel, K.L. Bergeson, J. R. Rohde, and J. Jashimuddin. Optimization of soil stabilization with class C fly ash. Report no. ISU-ERI-Ames-8716. Iowa State University, 1987. https://rosap.ntl.bts.gov/view/dot/23219.
Pitt, J.M., et al. Optimization of soil stabilization with class C fly ash. Iowa State University, 1987, Report no. ISU-ERI-Ames-8716, ROSA P. https://rosap.ntl.bts.gov/view/dot/23219.
The report presents comparisons of initial evaluations of several concrete sealers and multiple layer polymer concrete overlays. The sealers evaluated included a solvent-dlspersed epoxy, a water-dlspersed epoxy, a silane, and a high molecular weight methacrylate. The multiple layer polymer overlays evaluated were constructed with two polyester resi
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Sprinkel, M. M. (1987). Comparative evaluation of concrete sealers and multiple layer polymer concrete overlays. Interim report no. 1 (Report No. 88-R2). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19171
Sprinkel, Michael M. Comparative evaluation of concrete sealers and multiple layer polymer concrete overlays. Interim report no. 1. Report no. 88-R2. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/19171.
Sprinkel, Michael M Comparative evaluation of concrete sealers and multiple layer polymer concrete overlays. Interim report no. 1. Virginia Transportation Research Council (VTRC), 1987, Report no. 88-R2, ROSA P. https://rosap.ntl.bts.gov/view/dot/19171.
Willke, D. T., & Monk, M. W. (1987). CRASH III model improvements : vehicle categorization for stiffness parameters (Report No. DOT HS 807 336). United States. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/29986
Willke, Donald T. and Michael W. Monk. CRASH III model improvements : vehicle categorization for stiffness parameters. Report no. DOT HS 807 336. United States. Department of Transportation, 1987. https://rosap.ntl.bts.gov/view/dot/29986.
Willke, Donald T., and Michael W. Monk CRASH III model improvements : vehicle categorization for stiffness parameters. United States. Department of Transportation, 1987, Report no. DOT HS 807 336, ROSA P. https://rosap.ntl.bts.gov/view/dot/29986.
Feeley, D. M. (1987). American Red Cross occupant protection education program (Report No. DOT HS 807 269). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/29774
Feeley, Donna M.. American Red Cross occupant protection education program. Report no. DOT HS 807 269. United States. Department of Transportation. National Highway Traffic Safety Administration, 1987. https://rosap.ntl.bts.gov/view/dot/29774.
Feeley, Donna M. American Red Cross occupant protection education program. United States. Department of Transportation. National Highway Traffic Safety Administration, 1987, Report no. DOT HS 807 269, ROSA P. https://rosap.ntl.bts.gov/view/dot/29774.
The objective of this study was to evaluate with field tests, a procedure developed for the Federal Highway Administration for determining frequencies at which highway safety hardware needs to be inspected and repaired. The frequencies arrived at were based on the accident history of the safety hardware and the level of service to be provided, whic
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Cottrell, B. H. (1987). Field evaluation of highway safety hardware maintenance guidelines (Report No. VTRC 87-R17). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19159
Cottrell, Benjamin H. Field evaluation of highway safety hardware maintenance guidelines. Report no. VTRC 87-R17. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/19159.
Cottrell, Benjamin H Field evaluation of highway safety hardware maintenance guidelines. Virginia Transportation Research Council (VTRC), 1987, Report no. VTRC 87-R17, ROSA P. https://rosap.ntl.bts.gov/view/dot/19159.
An index to Office of Aviation Medicine Reports (1964-1982) and Civil Aeromedical Research Institute Reports (1961-1963) is presented as a reference for those engaged in aviation medicine and related activities. It provides a listing of all FAA aviation medicine reports published from 1961 through 1982 by year, number, author, title, and subject.
Dille, J. R., & Grimm, M. H. (1987). Index to FAA Office of Aviation Medicine Reports: 1961 through 1986 (Report No. DOT/FAA/AM-87/1). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/21280
Dille, J. Robert and Marcia H. Grimm. Index to FAA Office of Aviation Medicine Reports: 1961 through 1986. Report no. DOT/FAA/AM-87/1. Civil Aerospace Medical Institute, 1987. https://rosap.ntl.bts.gov/view/dot/21280.
Dille, J. Robert, and Marcia H. Grimm Index to FAA Office of Aviation Medicine Reports: 1961 through 1986. Civil Aerospace Medical Institute, 1987, Report no. DOT/FAA/AM-87/1, ROSA P. https://rosap.ntl.bts.gov/view/dot/21280.
A microcomputer software module was developed for the computation of hydraulic gradeline in storm sewer systems. The computer module has been attached to the program '"HYDRA", which is being adopted by the FHWA organized Pooled Fund Study. on Integrated Drainage System as the program for storm drain design and analysis. The module-developed in this
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Yu, S. L., & Li, J. Y. (1987). Microcomputer software for storm drain hydraulic gradeline computation (Report No. VTRC 88-R4). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19172
Yu, Shaw L and James Y Li. Microcomputer software for storm drain hydraulic gradeline computation. Report no. VTRC 88-R4. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/19172.
Yu, Shaw L, and James Y Li Microcomputer software for storm drain hydraulic gradeline computation. Virginia Transportation Research Council (VTRC), 1987, Report no. VTRC 88-R4, ROSA P. https://rosap.ntl.bts.gov/view/dot/19172.
The purpose of this investigation was to evaluate the performance of six test sections of asphalt concrete that contained no additive, hydrated lime, and a chemical additive. Tests were also conducted on pavement samples taken periodically to determine whether hydrated lime slows the hardening rate of asphalt cement as has been reported by others.
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Maupin, G. W. (1987). The use of hydrated lime as an antistripping additive : final report (Report No. VTRC 87-R16). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19147
Maupin, G. W. The use of hydrated lime as an antistripping additive : final report. Report no. VTRC 87-R16. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/19147.
Maupin, G. W The use of hydrated lime as an antistripping additive : final report. Virginia Transportation Research Council (VTRC), 1987, Report no. VTRC 87-R16, ROSA P. https://rosap.ntl.bts.gov/view/dot/19147.
Five asphalt additives that are supposed to improve the stability and flexibility characteristics of asphalt concrete were installed in pavement test sections on Route 58 in Halifax County. Polymers, latex rubbers, and a diatomaceous deposit were used, and a control section was included that contained hydrated llme. The preliminary results of vario
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Maupin, G. W. (1987). Installation report : evaluation of asphalt additives (Report No. 87-R29). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19162
Maupin, G. W. Installation report : evaluation of asphalt additives. Report no. 87-R29. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/19162.
Maupin, G. W Installation report : evaluation of asphalt additives. Virginia Transportation Research Council (VTRC), 1987, Report no. 87-R29, ROSA P. https://rosap.ntl.bts.gov/view/dot/19162.
Senate Joint Resolution No. 7 (SJR-7) directs the Department todevelop a plan for reducing expenditures for administration and maintenanceby 5% as compared to FY 1987-88 appropriations and to continuethese reductions into the future. The plan is to achieve these purposesthrough improved efficiency and productivity in Department operations.In additi
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Virginia. Dept. of Transportation (1987). Creating an innovative and productive environment for the 21st century : report of the Virginia Department of Transportation's response to Senate Joint Resolution No. 7 to the governor and the General Assembly of Virginia (Report No. Senate Document No. 18). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/16552
Virginia. Dept. of Transportation. Creating an innovative and productive environment for the 21st century : report of the Virginia Department of Transportation's response to Senate Joint Resolution No. 7 to the governor and the General Assembly of Virginia. Report no. Senate Document No. 18. Virginia Transportation Research Council (VTRC), 1987. https://rosap.ntl.bts.gov/view/dot/16552.
Virginia. Dept. of Transportation Creating an innovative and productive environment for the 21st century : report of the Virginia Department of Transportation's response to Senate Joint Resolution No. 7 to the governor and the General Assembly of Virginia. Virginia Transportation Research Council (VTRC), 1987, Report no. Senate Document No. 18, ROSA P. https://rosap.ntl.bts.gov/view/dot/16552.
This study report describes the effects of experimental fertilization and surface conditioning of a gravel borrow site which lacked a topsoil covering. In summary, borrow site revegetation by fireweed may be greatly enhanced by scarifying and fertilization, while woody plant development and growth is enhanced by scarifying and seeding. Project desi
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Densmore, R. (1987). Effects of borrow site preparation and fertilization on natural revegetation. Alaska. Department of Transportation and Public Facilities. https://rosap.ntl.bts.gov/view/dot/14692
Densmore, Roseann. Effects of borrow site preparation and fertilization on natural revegetation. Alaska. Department of Transportation and Public Facilities, 1987. https://rosap.ntl.bts.gov/view/dot/14692.
Densmore, Roseann Effects of borrow site preparation and fertilization on natural revegetation. Alaska. Department of Transportation and Public Facilities, 1987, ROSA P. https://rosap.ntl.bts.gov/view/dot/14692.
This paper is an expanded version of a report submitted to the Office of Transportation Analysis, Interstate Commerce Commission regarding the competitive impacts of rail rate contracts on country grain elevators. The project was conducted concurrent with similar studies in several other grain producing states.
Zink, D. L., & Griffin, G. C. (1987). Effects of Rail Contract Rates on North Dakota and Minnesota Country Grain Elevators (Report No. UGPTI Staff Paper No. 75). Upper Great Plains Transportation Institute. https://rosap.ntl.bts.gov/view/dot/59120
Zink, Daniel L and Gene C. Griffin. Effects of Rail Contract Rates on North Dakota and Minnesota Country Grain Elevators. Report no. UGPTI Staff Paper No. 75. Upper Great Plains Transportation Institute, 1987. https://rosap.ntl.bts.gov/view/dot/59120.
Zink, Daniel L, and Gene C. Griffin Effects of Rail Contract Rates on North Dakota and Minnesota Country Grain Elevators. Upper Great Plains Transportation Institute, 1987, Report no. UGPTI Staff Paper No. 75, ROSA P. https://rosap.ntl.bts.gov/view/dot/59120.
This report details an analysis of first quarter FY86 operating cost and revenue for the Metropolitan Transit Authority (METRO) of Harris County (Houston, Texas). The METRO nine factor cost allocation model is used to allocate cost to individual routes, by schedules, and by weekday~ peak and off-peak time periods. Revenues are allocated to individu
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Kaemmerle, K. C. (1987). Commuter Transit Service: A Financial Performance Analysis (Report No. UMTA/TX-87/1088-lF). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83862
Kaemmerle, Kenneth C. Commuter Transit Service: A Financial Performance Analysis. Texas Transportation Institute. Texas A&M University, 1987, Report no. UMTA/TX-87/1088-lF, ROSA P. https://rosap.ntl.bts.gov/view/dot/83862.
The 1987 TRAFFIC ACCIDENT FACTS AND STATISTICS is a report published by the Center For Highway Safety of the Pennsylvania Department of Transportation. This publication is a statistical review of motor vehicle traffic accidents in the Commonwealth of Pennsylvania for the calendar year 1987. The figures are compiled from the traffic accident reports
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Pennsylvania. Dept. of Transportation (1987). Traffic Accident Facts and Statistics, 1987. Pennsylvania. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/38648
Pennsylvania. Dept. of Transportation. Traffic Accident Facts and Statistics, 1987. Pennsylvania. Dept. of Transportation, 1987. https://rosap.ntl.bts.gov/view/dot/38648.
Pennsylvania. Dept. of Transportation Traffic Accident Facts and Statistics, 1987. Pennsylvania. Dept. of Transportation, 1987, ROSA P. https://rosap.ntl.bts.gov/view/dot/38648.
United States. Federal Highway Administration (1987). HPMS Analytical Process: Sensitivity Analysis Part 1 (1987). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/30637
United States. Federal Highway Administration. HPMS Analytical Process: Sensitivity Analysis Part 1 (1987). United States. Federal Highway Administration, 1987. https://rosap.ntl.bts.gov/view/dot/30637.
United States. Federal Highway Administration HPMS Analytical Process: Sensitivity Analysis Part 1 (1987). United States. Federal Highway Administration, 1987, ROSA P. https://rosap.ntl.bts.gov/view/dot/30637.
This report is the fourth research document prepared in the study of land use and transportation impacts under Project 9-10-85-1085 (between the State and Barry Goodman Associates) and Project 2-10-85-1086 (between the State and the Texas Transportation Institute). The details of the data collection and analysis conform to the basic procedures used
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Peterson, R. L., & Stokes, R. W. (1987). Land Use and Innovative Funding Impacts in a Permanent Busway/Park-and-Ride Transit System: Preliminary Assessment of Land Use Impacts in Houston’s North (I-45N) Transitway Corridor (Report No. UMTA/TX-87/1086-4). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83827
Peterson, Richard L. and Robert W. Stokes. Land Use and Innovative Funding Impacts in a Permanent Busway/Park-and-Ride Transit System: Preliminary Assessment of Land Use Impacts in Houston’s North (I-45N) Transitway Corridor. Report no. UMTA/TX-87/1086-4. Texas Transportation Institute. Texas A&M University, 1987. https://rosap.ntl.bts.gov/view/dot/83827.
Peterson, Richard L., and Robert W. Stokes Land Use and Innovative Funding Impacts in a Permanent Busway/Park-and-Ride Transit System: Preliminary Assessment of Land Use Impacts in Houston’s North (I-45N) Transitway Corridor. Texas Transportation Institute. Texas A&M University, 1987, Report no. UMTA/TX-87/1086-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/83827.
This is a listing pertaining to the status of the research evaluation of products and equipment which may possibly be used in highway construction or maintenance by the Oklahoma Department of Transportation. Products and equipment are continually being evaluated and implemented into use by the Department. The status of their evaluation therefore is
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Smith, M. D. (1987). Experimental Products and Equipment for Highway Construction and Maintenance [1987] (Report No. FHWA/OK 95(01)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89325
Smith, Mitchell D.. Experimental Products and Equipment for Highway Construction and Maintenance [1987]. Report no. FHWA/OK 95(01). Oklahoma. Department of Transportation, 1987. https://rosap.ntl.bts.gov/view/dot/89325.
Smith, Mitchell D. Experimental Products and Equipment for Highway Construction and Maintenance [1987]. Oklahoma. Department of Transportation, 1987, Report no. FHWA/OK 95(01), ROSA P. https://rosap.ntl.bts.gov/view/dot/89325.
The main goal of this study was to comparatively assess a group of selected computer programs for traffic signal planning, design, and operations. A comprehensive inventory was conducted and a detailed list of the currently available computer software was developed. A short description of individual software was provided, and a comparative processo
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Radwan, E., Sadegh, A., Matthias, J. S., & Rajan, S. D. (1986). Comparative Assessment of Computer Programs for Traffic Signal Planning, Design, and Operations, Volume I: Study Approach, Analysis, and Recommendations. Arizona. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/40178
Radwan, Essam, Ahmad Sadegh, Judson S. Matthias, and Subramaniam D. Rajan. Comparative Assessment of Computer Programs for Traffic Signal Planning, Design, and Operations, Volume I: Study Approach, Analysis, and Recommendations. Arizona. Dept. of Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/40178.
Radwan, Essam, et al. Comparative Assessment of Computer Programs for Traffic Signal Planning, Design, and Operations, Volume I: Study Approach, Analysis, and Recommendations. Arizona. Dept. of Transportation, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/40178.
An evaluation of an oxidative aging procedure for asphalt materials is described. Test results and the effectiveness of the aging device used are presented. The study was performed by Oregon State University and the Oregon Department of Transportation. This study involved laboratory tests on field core samples as well as laboratory mixture samples
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Kim, O. K., Bell, C. A., Wilson, J. E., & Boyle, G. E. (1986). Development of laboratory oxidative aging procedures for asphalt cements and asphalt mixtures. Oregon. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/22831
Kim, Oh-Kee, Chris A. Bell, James E. Wilson, and Glenn E. Boyle. Development of laboratory oxidative aging procedures for asphalt cements and asphalt mixtures. Oregon. Dept. of Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/22831.
Kim, Oh-Kee, et al. Development of laboratory oxidative aging procedures for asphalt cements and asphalt mixtures. Oregon. Dept. of Transportation, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/22831.
The urban transportation planning process is undergoing critical transformations. Of particular interest is the emergence of private sector involvement in the planning, management, financing, construction of transportation systems and provision of transit services. The objectives of this study, financed by the Federal Highway Administration (FHWA)
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Rice Center (1986). Private Sector Involvement in Urban Transportation [Case Studies] (Report No. DOT-I-87-09). United States. Department of Transportation. Urban Mass Transportation Administration. https://doi.org/10.21949/1404679
Rice Center. Private Sector Involvement in Urban Transportation [Case Studies]. Report no. DOT-I-87-09. United States. Department of Transportation. Urban Mass Transportation Administration, 1986. https://doi.org/10.21949/1404679.
Rice Center Private Sector Involvement in Urban Transportation [Case Studies]. United States. Department of Transportation. Urban Mass Transportation Administration, 1986, Report no. DOT-I-87-09, ROSA P. https://doi.org/10.21949/1404679.
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