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.
Transitways are defined as exclusive, physically separated, access controlled high-occupancy vehicle (HOV) priority treatment facilities which are typically located within existing freeway right(s)-of-way. Transitways are sometimes referred to as busways, HOV lanes or AVLs (authorized vehicle lanes). This report was prepared for the Texas State f)
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Peterson, R. L., Stokes, R. W., & Mounce, J. M. (1986). Transitway Conversion to Rail Transit Guideways (Report No. FHWA/TX-86/425-2F (Supplement)). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84968
Peterson, Richard L., Robert W. Stokes, and John M. Mounce. Transitway Conversion to Rail Transit Guideways. Report no. FHWA/TX-86/425-2F (Supplement). Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/84968.
Peterson, Richard L., et al. Transitway Conversion to Rail Transit Guideways. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-86/425-2F (Supplement), ROSA P. https://rosap.ntl.bts.gov/view/dot/84968.
Wence, D. E. (1986). Morse Brothers, Inc. concrete cylinder mold investigation : phase two report. Oregon. Highway Division. https://rosap.ntl.bts.gov/view/dot/22879
Wence, Donald E.. Morse Brothers, Inc. concrete cylinder mold investigation : phase two report. Oregon. Highway Division, 1986. https://rosap.ntl.bts.gov/view/dot/22879.
Wence, Donald E. Morse Brothers, Inc. concrete cylinder mold investigation : phase two report. Oregon. Highway Division, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/22879.
Fly ash was used in this evaluation study to replace 30, 50 and 70percent of the 400 1bs. of cement currently used in each cu. yd. ofportland cement econocrete base paving mix.Two Class "c" ashes and one Class "F" ash from Iowa approved sourceswere examined in each mix. When Class "c" ashes were used, they weresubstituted on the basis of 1.0 pound
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Moussalli, S. G. (1986). Evaluation of fly ash in lean Portland Cement Concrete base "Econocrete" (Report No. MLR-85-3). Iowa. Dept. of Transportation. Highway Division. https://rosap.ntl.bts.gov/view/dot/24321
Moussalli, Sam G.. Evaluation of fly ash in lean Portland Cement Concrete base "Econocrete". Report no. MLR-85-3. Iowa. Dept. of Transportation. Highway Division, 1986. https://rosap.ntl.bts.gov/view/dot/24321.
Moussalli, Sam G. Evaluation of fly ash in lean Portland Cement Concrete base "Econocrete". Iowa. Dept. of Transportation. Highway Division, 1986, Report no. MLR-85-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/24321.
This study includes the results of (1) a field study to determine the tire inflation pressures currently being carried by Texas highways, (2) a literature and analytical study to determine what tire contact pressures are actually being applied by modern tires to pavements, and (3) an analytical study to evaluate the effect of these contact pressure
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Roberts, F. L., Tielking, J. T., Middleton, D., Lytton, R. L., & Tseng, K. (1986). Effects of Tire Pressures on Flexible Pavements (Report No. FHWA/TX-86/60+372-1F(Revised)). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/85180
Roberts, F. L., J. T. Tielking, Dan Middleton, Robert L. Lytton, and K. Tseng. Effects of Tire Pressures on Flexible Pavements. Report no. FHWA/TX-86/60+372-1F(Revised). Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/85180.
Roberts, F. L., et al. Effects of Tire Pressures on Flexible Pavements. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-86/60+372-1F(Revised), ROSA P. https://rosap.ntl.bts.gov/view/dot/85180.
Commission on Transportation in the Twenty-First Century (Va.)
1986-08-01
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The findings and recommendations are presented of a study which attempted to (1) confirm the critical highway and transportation needs of the Commonwealth of Virginia; (2) explore alternative means of financing transportation; and (3) examine the feasibility of establishing a separate fund for highway construction. This report outlines the extent o
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Commission on Transportation in the Twenty-First Century (Va.) (1986). Confronting Virginia’s Transportation Challenge. Phase 1 Report of the Commission on Transportation in the Twenty-First Century. Commission on Transportation in the Twenty-First Century (Va.). https://rosap.ntl.bts.gov/view/dot/16496
Commission on Transportation in the Twenty-First Century (Va.). Confronting Virginia’s Transportation Challenge. Phase 1 Report of the Commission on Transportation in the Twenty-First Century. Commission on Transportation in the Twenty-First Century (Va.), 1986. https://rosap.ntl.bts.gov/view/dot/16496.
Commission on Transportation in the Twenty-First Century (Va.) Confronting Virginia’s Transportation Challenge. Phase 1 Report of the Commission on Transportation in the Twenty-First Century. Commission on Transportation in the Twenty-First Century (Va.), 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/16496.
The Advanced Automation System (AAS) is a proposed replacement for the hardware and software that function as the current real time air traffic control computer system. For purposes of system performance modeling, capacity management and system performance testing, a system workload is defined. This report, Volume II, describes the rationale for al
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Newman, L. C., DeArmon, J., & O'Sullivan, D. F. (1986). Advanced Automation System Loads Analysis and Definition: Workload Analysis: Volume II. United States. Department of Transportation. Federal Aviation Administration. https://rosap.ntl.bts.gov/view/dot/55828
Newman, Lawrence C., James DeArmon, and D. F. O'Sullivan. Advanced Automation System Loads Analysis and Definition: Workload Analysis: Volume II. United States. Department of Transportation. Federal Aviation Administration, 1986. https://rosap.ntl.bts.gov/view/dot/55828.
Newman, Lawrence C., et al. Advanced Automation System Loads Analysis and Definition: Workload Analysis: Volume II. United States. Department of Transportation. Federal Aviation Administration, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/55828.
The focus is on the start-up and operation of low-cost transportation in rural areas. A principal focus is the use of volunteers, and/or the consolidation of rides through a brokerage program. Chapter One provides an overview of what financial and operating decisions must be made in designing a volunteer system. Chapter Two describes easy methods f
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Kidder, A. E., & Wallin, T. A. (1986). Financing and Sustaining Mobility Programs in Rural Areas: A Manual (Report No. DOT-I-87-2). United States. Department of Transportation. Urban Mass Transportation Administration. https://doi.org/10.21949/1527572
Kidder, Alice E. and Theodore A. Wallin. Financing and Sustaining Mobility Programs in Rural Areas: A Manual. Report no. DOT-I-87-2. United States. Department of Transportation. Urban Mass Transportation Administration, 1986. https://doi.org/10.21949/1527572.
Kidder, Alice E., and Theodore A. Wallin Financing and Sustaining Mobility Programs in Rural Areas: A Manual. United States. Department of Transportation. Urban Mass Transportation Administration, 1986, Report no. DOT-I-87-2, ROSA P. https://doi.org/10.21949/1527572.
The use of deicing compounds on winter roads has become an accepted practice for snow and ice removal in northern areas. The most commonly employed compounds have been the chloride salts sodium chloride (NaCl) and calcium chloride (CaCl(2)). The application of these deicing agents to roadways has increased dramatically in recent years due to the de
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Rea, C. L., & LaPerriere, J. D. (1986). Effects of calcium magnesium acetate on small lentic environments in interior Alaska. Alaska. Department of Transportation and Public Facilities. https://rosap.ntl.bts.gov/view/dot/14693
Rea, Caryn L. and Jacqueline D. LaPerriere. Effects of calcium magnesium acetate on small lentic environments in interior Alaska. Alaska. Department of Transportation and Public Facilities, 1986. https://rosap.ntl.bts.gov/view/dot/14693.
Rea, Caryn L., and Jacqueline D. LaPerriere Effects of calcium magnesium acetate on small lentic environments in interior Alaska. Alaska. Department of Transportation and Public Facilities, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/14693.
United States. Foreign Broadcast Information Service
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1986-08-01
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JPRS publications contain information primarily from foreign newspapers, periodicals and books, but also from news agency transmissions and broadcasts. Materials from foreign-language sources are translated; those from English-language sources are transcribed or reprinted, with the original phrasing and other characteristics retained.This serial re
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United States. Foreign Broadcast Information Service, & United States. Joint Publications Research Service (1986). USSR Report: Transportation (Report No. JPRS-UTR-86-015). United States. Foreign Broadcast Information Service. https://rosap.ntl.bts.gov/view/dot/15253
United States. Foreign Broadcast Information Service and United States. Joint Publications Research Service. USSR Report: Transportation. Report no. JPRS-UTR-86-015. United States. Foreign Broadcast Information Service, 1986. https://rosap.ntl.bts.gov/view/dot/15253.
United States. Foreign Broadcast Information Service, et al. USSR Report: Transportation. United States. Foreign Broadcast Information Service, 1986, Report no. JPRS-UTR-86-015, ROSA P. https://rosap.ntl.bts.gov/view/dot/15253.
Final report for phase two of an analysis of the impediments to spawning migrations of anadromous fish in Virginia rivers.
Odom, M. C., Neves, R. J., Ney, J. J., & Mudre, J. M. (1986). Use of tributaries of the lower James River by anadromous fishes. Virginia. Dept. of Highways and Transportation. https://rosap.ntl.bts.gov/view/dot/16546
Odom, Michael Cooper, Richard J. Neves, John J. Ney, and John M. Mudre. Use of tributaries of the lower James River by anadromous fishes. Virginia. Dept. of Highways and Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/16546.
Odom, Michael Cooper, et al. Use of tributaries of the lower James River by anadromous fishes. Virginia. Dept. of Highways and Transportation, 1986, ROSA P. https://rosap.ntl.bts.gov/view/dot/16546.
The report discusses a demonstration of dynamic compaction on a highway in Interior Alaska. The demonstration was an attempt to re-consolidate embankments which had settled and loosened due to the progressive thawing of ice-rich permafrost soils. The objective was to reduce future road maintenance costs and to improve ride-ability in historically t
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Reckard, M. K. (1986). Dynamic Compaction of Roadways (Report No. FHWA-AK-RD-87-05, ,Final Report ,Report No. F27162). Alaska. Dept. of Transportation and Public Facilities. https://rosap.ntl.bts.gov/view/dot/40643
Reckard, Matthew K.. Dynamic Compaction of Roadways. Report no. FHWA-AK-RD-87-05, ,Final Report ,Report No. F27162. Alaska. Dept. of Transportation and Public Facilities, 1986. https://rosap.ntl.bts.gov/view/dot/40643.
Reckard, Matthew K. Dynamic Compaction of Roadways. Alaska. Dept. of Transportation and Public Facilities, 1986, Report no. FHWA-AK-RD-87-05, ,Final Report ,Report No. F27162, ROSA P. https://rosap.ntl.bts.gov/view/dot/40643.
The behavior of two 55 ft. long prestressed, composite steel beam-concrete slab bridge units was studied. The type of unit tested is currently used in county road bridge construction, where the use of prefabricated units is especially economical. In primary test phases, the first unit was subjected to 3 years of sustained loading, over 2,000,000 cy
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Densford, T. A., & Murray, T. M. (1986). Experimental Study of Two Prestressed Steel Beam Concrete Slab Bridge Units (Report No. FHWA/OK 87 (1)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89070
Densford, Thomas A and Thomas M., Murray. Experimental Study of Two Prestressed Steel Beam Concrete Slab Bridge Units. Report no. FHWA/OK 87 (1). Oklahoma. Department of Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/89070.
Densford, Thomas A, and Thomas M., Murray Experimental Study of Two Prestressed Steel Beam Concrete Slab Bridge Units. Oklahoma. Department of Transportation, 1986, Report no. FHWA/OK 87 (1), ROSA P. https://rosap.ntl.bts.gov/view/dot/89070.
Twelve skewed elastomeric expansion bridge bearings were supplied by the Oklahoma Department of Transportation. To evaluate the performance of these skewed bearings, the following six phases of testing were conducted on each of the twelve bearings: I. Shear and compressive stiffness tests, II. Fatigue cycles representing 50 years of service with pa
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Allen, G. D., & Murray, T. M. (1986). Experimental Investigation of Skewed Elastomeric Expansion Bridge Bearings [1986] (Report No. FHWA/OK 86(5)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89313
Allen, Gregory D and Thomas M., Murray. Experimental Investigation of Skewed Elastomeric Expansion Bridge Bearings [1986]. Report no. FHWA/OK 86(5). Oklahoma. Department of Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/89313.
Allen, Gregory D, and Thomas M., Murray Experimental Investigation of Skewed Elastomeric Expansion Bridge Bearings [1986]. Oklahoma. Department of Transportation, 1986, Report no. FHWA/OK 86(5), ROSA P. https://rosap.ntl.bts.gov/view/dot/89313.
United States. Foreign Broadcast Information Service
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1986-07-23
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JPRS publications contain information primarily from foreign newspapers, periodicals and books, but also from news agency transmissions and broadcasts. Materials from foreign-language sources are translated; those from English-language sources are transcribed or reprinted, with the original phrasing and other characteristics retained.This serial re
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United States. Foreign Broadcast Information Service, & United States. Joint Publications Research Service (1986). USSR Report: Transportation (Report No. JPRS-UTR-86-014). United States. Foreign Broadcast Information Service. https://rosap.ntl.bts.gov/view/dot/15250
United States. Foreign Broadcast Information Service and United States. Joint Publications Research Service. USSR Report: Transportation. Report no. JPRS-UTR-86-014. United States. Foreign Broadcast Information Service, 1986. https://rosap.ntl.bts.gov/view/dot/15250.
United States. Foreign Broadcast Information Service, et al. USSR Report: Transportation. United States. Foreign Broadcast Information Service, 1986, Report no. JPRS-UTR-86-014, ROSA P. https://rosap.ntl.bts.gov/view/dot/15250.
This report contains a product evaluation of Thoro System's "Roadpatch" and "Thorite". Roadpatch is a cement base, fast-setting patching material. The material is fortified with special alkali resistant glass fibers. It is designed to repair potholes in portland cement concrete. Roadpatch was demonstrated in Arizona on a section of concrete pavemen
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Tritsch, S. L., & Wolfe, T. (1986). Product evaluation : Thoro product demonstration (Report No. 84-08). Arizona Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/16394
Tritsch, Steven L. and Timothy Wolfe. Product evaluation : Thoro product demonstration. Report no. 84-08. Arizona Transportation Research Center, 1986. https://rosap.ntl.bts.gov/view/dot/16394.
Tritsch, Steven L., and Timothy Wolfe Product evaluation : Thoro product demonstration. Arizona Transportation Research Center, 1986, Report no. 84-08, ROSA P. https://rosap.ntl.bts.gov/view/dot/16394.
This report contains a product evaluation of Crafco Inc., pothole repair systems. The pothole repair is a hot-applied elastomeric.asphalt product. The hot asphalt is designed to be mixed with locally available aggregate to produce a permanent pothole repair. Before placing the product, the pothole must be properly cleaned and prepared. A test secti
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Tritsch, S. L., & Wolfe, T. (1986). Product evaluation : Crafco pothole repair system (Report No. X84-06). Arizona Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/16392
Tritsch, Steven L. and Timothy Wolfe. Product evaluation : Crafco pothole repair system. Report no. X84-06. Arizona Transportation Research Center, 1986. https://rosap.ntl.bts.gov/view/dot/16392.
Tritsch, Steven L., and Timothy Wolfe Product evaluation : Crafco pothole repair system. Arizona Transportation Research Center, 1986, Report no. X84-06, ROSA P. https://rosap.ntl.bts.gov/view/dot/16392.
This report contains a product evaluation of Dow Corning 888 joint sealant. Dow Corning 888 is a one-part silicone material that cures to a low modulus silicone rubber upon exposure to atmospheric moisture. Its uses include transverse and longitudinal highway joints, bridge joints and runways. Two different test sections of Dow Corning 888 were pla
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Tritsch, S. L., & Wolfe, T. (1986). Product evaluation : Dow Corning 888 (Report No. 84-20). Arizona Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/16396
Tritsch, Steven L. and Timothy Wolfe. Product evaluation : Dow Corning 888. Report no. 84-20. Arizona Transportation Research Center, 1986. https://rosap.ntl.bts.gov/view/dot/16396.
Tritsch, Steven L., and Timothy Wolfe Product evaluation : Dow Corning 888. Arizona Transportation Research Center, 1986, Report no. 84-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/16396.
This report contains a product evaluation of Ruscoe's 983 joint sealant. Ruscoe 983 is an asphalt base single compound joint sealant. It contains an aluminum fortified adhesive and is designed for use on highway expansion joints, bridge joints, and random cracks in both flexible pavement and portland cement concrete. Two different test sections of
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Tritsch, S. L., & Wolfe, T. (1986). Product evaluation : Ruscoe 983 joint sealant (Report No. 84-10). Arizona. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/16395
Tritsch, Steven L. and Timothy Wolfe. Product evaluation : Ruscoe 983 joint sealant. Report no. 84-10. Arizona. Department of Transportation, 1986. https://rosap.ntl.bts.gov/view/dot/16395.
Tritsch, Steven L., and Timothy Wolfe Product evaluation : Ruscoe 983 joint sealant. Arizona. Department of Transportation, 1986, Report no. 84-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/16395.
This report contains a product evaluation of K.A.E. Paving Consultant's Bituminous Pavement Rejuvenator (BPR). BPR is a coal tar product consisting of a low viscosity blend of aromatic oils designed to penetrate the asphalt, and rejuvenate and plasticize the binder. Two test sections of BPR were placed in Arizona. At both sections the BPR was mixed
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Scofield, L., & Wolfe, T. (1986). Product evaluation : bituminous pavement rejuvenator (Report No. 84-01). Arizona Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/16393
Scofield, Larry and Timothy Wolfe. Product evaluation : bituminous pavement rejuvenator. Report no. 84-01. Arizona Transportation Research Center, 1986. https://rosap.ntl.bts.gov/view/dot/16393.
Scofield, Larry, and Timothy Wolfe Product evaluation : bituminous pavement rejuvenator. Arizona Transportation Research Center, 1986, Report no. 84-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/16393.
This experimental features project is located on the North Santiam Highway (#162) between Mayflower Creek and Detroit Dam, approximately 40 miles east of Salem. Here access is limited and the slope is non-uniform. To deal with the problem of falling rocks in this area the slopes were scaled, a catch fence and screen protect were installed, and part
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Pierson, L. (1986). Modified rockfall catch fence Mayflower Creek - Detroit Dam : interim Report (Report No. Experimental Feature OR 84-01). Oregon State Highway Division. Geotechnical Group. https://rosap.ntl.bts.gov/view/dot/22763
Pierson, Larry. Modified rockfall catch fence Mayflower Creek - Detroit Dam : interim Report. Report no. Experimental Feature OR 84-01. Oregon State Highway Division. Geotechnical Group, 1986. https://rosap.ntl.bts.gov/view/dot/22763.
Pierson, Larry Modified rockfall catch fence Mayflower Creek - Detroit Dam : interim Report. Oregon State Highway Division. Geotechnical Group, 1986, Report no. Experimental Feature OR 84-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/22763.
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