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.
The question as to whether to operate shorter, more frequent trains between nodal points in a railroad is of increasing interest to the railroad industry today. The additional operating expense might be justified by improved freight car utilization alone. In addition, given the existence of the technology to automate road train operation and the ev
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Eberhardt, J. S. (1964). The Effects of Shorter, More Frequent Trains on Railroad Classification Yards: A Computer Simulation. Northwestern University. https://rosap.ntl.bts.gov/view/dot/80042
Eberhardt, Julian S. The Effects of Shorter, More Frequent Trains on Railroad Classification Yards: A Computer Simulation. Northwestern University, 1964. https://rosap.ntl.bts.gov/view/dot/80042.
Eberhardt, Julian S The Effects of Shorter, More Frequent Trains on Railroad Classification Yards: A Computer Simulation. Northwestern University, 1964, ROSA P. https://rosap.ntl.bts.gov/view/dot/80042.
The study area, as defined for the measurement of land value and land use changes, consists of almost the entire Interstate 35 bypass area around the main business district of Temple. It is a rectangular section of land about three miles long and a mile and three quarters wide extending to each side of Interstate 35 (see Figure 1). The area is houn
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Buffington, J. L., & Meuth, H. G. (1964). Restudy of Changes in Land Value, Land Use, and Business Activity Along a Section of Interstate Highway 35 in Temple, Texas (Report No. 2-10-57-4). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83573
Buffington, Jesse L. and Hugo G. Meuth. Restudy of Changes in Land Value, Land Use, and Business Activity Along a Section of Interstate Highway 35 in Temple, Texas. Report no. 2-10-57-4. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/83573.
Buffington, Jesse L., and Hugo G. Meuth Restudy of Changes in Land Value, Land Use, and Business Activity Along a Section of Interstate Highway 35 in Temple, Texas. Texas Transportation Institute. Texas A&M University, 1964, Report no. 2-10-57-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/83573.
The 1963-64 plan of research for Research Project 2-8-62-321 "Application of the AASHO Road Test Results to Texas Conditions" required the investigation of a system developed by the Lane-Wells Division of Dresser Industries, Inc. for the purpose of recording the deflection of a road surface caused by application of an oscillating load. If the syste
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Scrivner, F. H., & Moore, W. M. (1964). An Electro-Mechanical System for Measuring the Dynamic Deflection of a Road Surface Caused by an Oscillating Load (Report No. 32-4). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84057
Scrivner, F. H. and W. M. Moore. An Electro-Mechanical System for Measuring the Dynamic Deflection of a Road Surface Caused by an Oscillating Load. Report no. 32-4. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84057.
Scrivner, F. H., and W. M. Moore An Electro-Mechanical System for Measuring the Dynamic Deflection of a Road Surface Caused by an Oscillating Load. Texas Transportation Institute. Texas A&M University, 1964, Report no. 32-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/84057.
"I. INTRODUCTION - OBJECTIVES To evaluate the various factors influencing the stability of granular base course mixes, three primary goals were included in the project: (1) determination of a suitable and realistic laboratory method of compaction; (2) effect of gradation, density and mineralogy of the fines on sheara ing strength; and (3) possible
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Hoover, J. M. (1964). Factors Influencing Stability of Granular Base Course Mixes. Iowa State University. Engineering Research Institute. https://rosap.ntl.bts.gov/view/dot/39237
Hoover, J. M.. Factors Influencing Stability of Granular Base Course Mixes. Iowa State University. Engineering Research Institute, 1964. https://rosap.ntl.bts.gov/view/dot/39237.
Hoover, J. M. Factors Influencing Stability of Granular Base Course Mixes. Iowa State University. Engineering Research Institute, 1964, ROSA P. https://rosap.ntl.bts.gov/view/dot/39237.
This report constitutes the results of a series of calibration curves prepared by comparing the Troxler Nuclear Density - Moisture Gauge count ratios with conventional densities as obtained by the Soiltest Volumeter and the sand displacement methods.The disadvantages of the present conventional methods of obtaining in-place densities are well recog
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Roland, H. L. (1964). Nuclear moisture-density evaluation (Report No. Research Report No. 13). Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22083
Roland, Harry L.. Nuclear moisture-density evaluation. Report no. Research Report No. 13. Louisiana. Department of Highways, 1964. https://rosap.ntl.bts.gov/view/dot/22083.
Roland, Harry L. Nuclear moisture-density evaluation. Louisiana. Department of Highways, 1964, Report no. Research Report No. 13, ROSA P. https://rosap.ntl.bts.gov/view/dot/22083.
This report deals with the statistical evaluation of results from several hot mix plants to determine the pattern of variability with respect to bituminous hot mix characteristics.Individual tests results when subjected to frequency distribution indicated normal (Gaussian) distribution. Further analysis showed the overall variability of each charac
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Shah, S. C. (1964). Quality control analysis : part I : asphaltic concrete (Report No. Research Report No. 15). Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22081
Shah, S. C.. Quality control analysis : part I : asphaltic concrete. Report no. Research Report No. 15. Louisiana. Department of Highways, 1964. https://rosap.ntl.bts.gov/view/dot/22081.
Shah, S. C. Quality control analysis : part I : asphaltic concrete. Louisiana. Department of Highways, 1964, Report no. Research Report No. 15, ROSA P. https://rosap.ntl.bts.gov/view/dot/22081.
Electrocardiographic terminology commonly refers to inferior or diaphragmatic infarction as "posterior."
Perlogg, J. K. (1964). The recognition of strictly posterior myocardial infarction by conventional scalar electrocardiography (Report No. AM 64-19). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20727
Perlogg, Joseph K.. The recognition of strictly posterior myocardial infarction by conventional scalar electrocardiography. Report no. AM 64-19. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20727.
Perlogg, Joseph K. The recognition of strictly posterior myocardial infarction by conventional scalar electrocardiography. Civil Aerospace Medical Institute, 1964, Report no. AM 64-19, ROSA P. https://rosap.ntl.bts.gov/view/dot/20727.
The excess length, as well as certain other design features of the CHLOE profilometer, make it impractical to tow this instrument at normal highway speeds between the test sections where it is to be used. After more than a year's experience in operating the profilometer on Texas highways, the Texas Transportation Institute developed a light, two-wh
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Stark, L. E. (1964). A Trailer for Transporting the CHLOE Profilometer (Report No. 32-5). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84565
Stark, L. E.. A Trailer for Transporting the CHLOE Profilometer. Report no. 32-5. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84565.
Stark, L. E. A Trailer for Transporting the CHLOE Profilometer. Texas Transportation Institute. Texas A&M University, 1964, Report no. 32-5, ROSA P. https://rosap.ntl.bts.gov/view/dot/84565.
Examination of the numerous pages of data produced by traffic assignment computer programs is a tedious and time-consuming task. As a result, the work incurs a high probability of error. Therefore, some type of summary and visual representation for traffic network analysis is highly justified. The best form of output would be a computer-drawn map o
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Pry, W. F., & Pinnell, C. (1964). Utilization of Computer Plotting in Traffic Assignment Analysis (Report No. 60-4). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84420
Pry, William F. and Charles Pinnell. Utilization of Computer Plotting in Traffic Assignment Analysis. Report no. 60-4. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84420.
Pry, William F., and Charles Pinnell Utilization of Computer Plotting in Traffic Assignment Analysis. Texas Transportation Institute. Texas A&M University, 1964, Report no. 60-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/84420.
1964-10-22
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Annual Reports of the Maritime Administration
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The report of the Maritime Administration covering activities for the fiscal year ended June 30, 1964.
United States. Department of Commerce (1964). Annual Report of the Maritime Administration 1964. United States. Department of Commerce. https://rosap.ntl.bts.gov/view/dot/77801
United States. Department of Commerce. Annual Report of the Maritime Administration 1964. United States. Department of Commerce, 1964. https://rosap.ntl.bts.gov/view/dot/77801.
United States. Department of Commerce Annual Report of the Maritime Administration 1964. United States. Department of Commerce, 1964, ROSA P. https://rosap.ntl.bts.gov/view/dot/77801.
The Service Temperature Study was undertaken to supplement a pilot study started in 1959 which indicated that service temperatures obtained on Louisiana highways are slightly higher than those used for testing purposes.Temperature recorders were installed in the northern, central and southern parts of Louisiana for hot mix wearing and binder course
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Arena, P. J. (1964). Service temperature study for asphaltic concrete (Report No. Research Report No. 14). Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22082
Arena, Philip J.. Service temperature study for asphaltic concrete. Report no. Research Report No. 14. Louisiana. Department of Highways, 1964. https://rosap.ntl.bts.gov/view/dot/22082.
Arena, Philip J. Service temperature study for asphaltic concrete. Louisiana. Department of Highways, 1964, Report no. Research Report No. 14, ROSA P. https://rosap.ntl.bts.gov/view/dot/22082.
An annotated bibliography of translations of foreign-language articles is presented.
Tobias, J. V., Collins, W. E., & Allen, M. E. (1964). Aviation medicine translations : annotated bibliography of recently translated material, II (Report No. AM 64-16). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20724
Tobias, Jerry V., William E. Collins, and Mary Ellen Allen. Aviation medicine translations : annotated bibliography of recently translated material, II. Report no. AM 64-16. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20724.
Tobias, Jerry V., et al. Aviation medicine translations : annotated bibliography of recently translated material, II. Civil Aerospace Medical Institute, 1964, Report no. AM 64-16, ROSA P. https://rosap.ntl.bts.gov/view/dot/20724.
The scope of this study is to provide information that will reliably describe the travel patterns of the interchange traffic of the Gulf Freeway in Houston, Texas during periods of peak traffic. The primary objective is to develop the travel patterns of the traffic that enters the Gulf Freeway from the Reveille Interchange to the Distribution Syste
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McCasland, W. R. (1964). Traffic Characteristics of the Freeway Interchange Traffic of the Inbound Gulf Freeway (Report No. 24-7). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84041
McCasland, Willaim R. Traffic Characteristics of the Freeway Interchange Traffic of the Inbound Gulf Freeway. Report no. 24-7. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84041.
McCasland, Willaim R Traffic Characteristics of the Freeway Interchange Traffic of the Inbound Gulf Freeway. Texas Transportation Institute. Texas A&M University, 1964, Report no. 24-7, ROSA P. https://rosap.ntl.bts.gov/view/dot/84041.
A collection of medical papers and reports from the Federal Aviation Administration.
United States. Office of Aviation Medicine (1964). Aviation medical papers and reports : a bibliography (Report No. AM 64-20). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20728
United States. Office of Aviation Medicine. Aviation medical papers and reports : a bibliography. Report no. AM 64-20. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20728.
United States. Office of Aviation Medicine Aviation medical papers and reports : a bibliography. Civil Aerospace Medical Institute, 1964, Report no. AM 64-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/20728.
One of the most significant problems facing those responsible for traffic movement in major urban areas is that of peak hour congestion. Plans for adequate arterial street systems to cope with this problem have been drafted but the required facilities are very costly and difficult to provide. It will require many years to provide the necessary faci
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Pinnell, C. (1964). Optimum Distribution of Traffic over a Capacitated Street Network (Report No. 24-2). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84029
Pinnell, Charles. Optimum Distribution of Traffic over a Capacitated Street Network. Report no. 24-2. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84029.
Pinnell, Charles Optimum Distribution of Traffic over a Capacitated Street Network. Texas Transportation Institute. Texas A&M University, 1964, Report no. 24-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/84029.
One prime objective of the study was the development and evaluation of a study technique which would permit the operational analysis of a one-directional freeway system during its peak period. After the technique was developed, it was used to analyze the peak period operation of the inbound Gulf Freeway.
Wattleworth, J. A. (1964). System Demand - Capacity Analysis on the Inbound Gulf Freeway (Report No. 24-8). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84042
Wattleworth, Joseph A.. System Demand - Capacity Analysis on the Inbound Gulf Freeway. Report no. 24-8. Texas Transportation Institute. Texas A&M University, 1964. https://rosap.ntl.bts.gov/view/dot/84042.
Wattleworth, Joseph A. System Demand - Capacity Analysis on the Inbound Gulf Freeway. Texas Transportation Institute. Texas A&M University, 1964, Report no. 24-8, ROSA P. https://rosap.ntl.bts.gov/view/dot/84042.
It has long been known that if an Archimedes spiral is rotated, an illusory motion of swelling or shrinking, depending on the direction of rotation, will be perceived. If, after the spiral is rotated, it is stopped and S looks at a stationary spiral, an after-effect of motion opposite to that produced by the moving spiral will be seen. This after-e
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Freud, S. L. (1964). The physiological locus of the spiral after-effect (Report No. AM 64-17). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20725
Freud, Sheldon L.. The physiological locus of the spiral after-effect. Report no. AM 64-17. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20725.
Freud, Sheldon L. The physiological locus of the spiral after-effect. Civil Aerospace Medical Institute, 1964, Report no. AM 64-17, ROSA P. https://rosap.ntl.bts.gov/view/dot/20725.
It has been suggested that the decline (habituation) of the nystagmus response to repeated vestibular stimulation is a form of learning in that it possesses the necessary features of learned behavior - acquisition, retention, and transfer.
Capps, M. J., & Collins, W. E. (1964). Effects of bilateral caloric habituation of nystagmus responses of the cat (Report No. AM 64-14). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20722
Capps, Mary Jane and William E. Collins. Effects of bilateral caloric habituation of nystagmus responses of the cat. Report no. AM 64-14. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20722.
Capps, Mary Jane, and William E. Collins Effects of bilateral caloric habituation of nystagmus responses of the cat. Civil Aerospace Medical Institute, 1964, Report no. AM 64-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/20722.
The questions to be answered were reduced to the following : (1) to determine whether or not theraputic doses of two common drugs, a tranquilizer and an antihistamine, cause decrements in the operating proficiency of pilots, and (2) do those drugs when given in therapeutic doses have measureable effects on selected physiological functions?
Melton, C. E. (1964). Physiological recording from pilots operating an aircraft simulator (Report No. AM 64-18). Civil Aerospace Medical Institute. https://rosap.ntl.bts.gov/view/dot/20726
Melton, Carlton E.. Physiological recording from pilots operating an aircraft simulator. Report no. AM 64-18. Civil Aerospace Medical Institute, 1964. https://rosap.ntl.bts.gov/view/dot/20726.
Melton, Carlton E. Physiological recording from pilots operating an aircraft simulator. Civil Aerospace Medical Institute, 1964, Report no. AM 64-18, ROSA P. https://rosap.ntl.bts.gov/view/dot/20726.
Gersch, B. C. (1964). Dynamic test of P. & S. F. Railroad overpass, El Paso, Texas (Report No. 26-1). Texas. Highway Department. https://rosap.ntl.bts.gov/view/dot/31386
Gersch, B. C.. Dynamic test of P. & S. F. Railroad overpass, El Paso, Texas. Report no. 26-1. Texas. Highway Department, 1964. https://rosap.ntl.bts.gov/view/dot/31386.
Gersch, B. C. Dynamic test of P. & S. F. Railroad overpass, El Paso, Texas. Texas. Highway Department, 1964, Report no. 26-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/31386.
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