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 Florida low profile barrier—consisting of multiple interconnected portable concrete segments—is typically utilized in construction zones to separate traffic from construction activities. The original development and validation (crash testing) of the barrier were in accordance with applicable standards at the time (NCHRP Report 350). In the pres
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Consolazio, G. R., & Gurley, K. R. (2021). MASH Validation Testing of Low Profile Barrier (Report No. 2021/153961-153962). Florida. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/62698
Consolazio, Gary R. and Kurtis R Gurley. MASH Validation Testing of Low Profile Barrier. Report no. 2021/153961-153962. Florida. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/62698.
Consolazio, Gary R., and Kurtis R Gurley MASH Validation Testing of Low Profile Barrier. Florida. Department of Transportation, 2021, Report no. 2021/153961-153962, ROSA P. https://rosap.ntl.bts.gov/view/dot/62698.
International transport has grown dynamically in Poland since it becomes a European Union (EU) member. This being the case, it is now, more than ever, important to identify the approaches that are most suitable for delivering sustainable freight transport to the nation. Intermodal options appear to be the most appropriate for this task. This study
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Monka, D., Pyne, R., Paraskevadakis, D., & Bury, A. (2021). The Development of Intermodal Freight Transport in Poland from 2007 to 2016: Barriers and Opportunities to Its Further Development. City Net Scientific Research Center Ltd. http://dx.doi.org/10.7708/ijtte.2021.11(1).10
Monka, Dominika, Robyn Pyne, Dimitrios Paraskevadakis, and Alan Bury. The Development of Intermodal Freight Transport in Poland from 2007 to 2016: Barriers and Opportunities to Its Further Development. City Net Scientific Research Center Ltd, 2021. http://dx.doi.org/10.7708/ijtte.2021.11(1).10.
Monka, Dominika, et al. The Development of Intermodal Freight Transport in Poland from 2007 to 2016: Barriers and Opportunities to Its Further Development. City Net Scientific Research Center Ltd, 2021, ROSA P. http://dx.doi.org/10.7708/ijtte.2021.11(1).10.
Nuclear moisture-density gauges (NDG) operate with the use of radioactive materials that may be hazardous to the health of the operators under certain circumstances. There is a need for test procedures using devices that are accurate, easy-to-use, economically sound, and nonradioactive. This research investigated using the Dynamic Cone Penetrometer
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Ferguson, N., & Gautreau, G. (2021). Quality Control/Assurance on Base Course and Embankment With the Dynamic Cone Penetrometer (Report No. FHWA/LA.17/656). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/60544
Ferguson, Nicholas and Gavin Gautreau. Quality Control/Assurance on Base Course and Embankment With the Dynamic Cone Penetrometer. Report no. FHWA/LA.17/656. Louisiana Transportation Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/60544.
Ferguson, Nicholas, and Gavin Gautreau Quality Control/Assurance on Base Course and Embankment With the Dynamic Cone Penetrometer. Louisiana Transportation Research Center, 2021, Report no. FHWA/LA.17/656, ROSA P. https://rosap.ntl.bts.gov/view/dot/60544.
The main objectives of this research were to (1) understand signing issues from the perspective of drivers and (2) develop recommendations for improving interchange signing in Indiana to aid driver understanding and increase the safety and efficiency of highway traffic operations. An online survey with specific questions was designed and distribute
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Chen, S., Chen, Y., Tian, R., Li, L., Liu, D., Zhou, J., & Shen, D. (2021). Alternate Interchange Signing Study for Indiana Highways (Report No. FHWA/IN/JTRP-2021/33). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317439
Chen, Stanley, Yaobin Chen, Renran Tian, Lingxi Li, Donglin Liu, Jue Zhou, and Dan Shen. Alternate Interchange Signing Study for Indiana Highways. Report no. FHWA/IN/JTRP-2021/33. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317439.
Chen, Stanley, et al. Alternate Interchange Signing Study for Indiana Highways. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2021/33, ROSA P. https://doi.org/10.5703/1288284317439.
This study investigated multiple factors that influence the performance of open graded friction courses (OGFC) in South Carolina with the ultimate goal of improving the long-term durability and performance of OGFCs. The research included laboratory studies to evaluate the influence of aggregate Los Angeles (LA) Abrasion and breakdown, aggregate gra
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Putman, B. J., Danish, B., Lyons, K. R., Nekkanti, H., & Repik, T. S. (2021). Evaluation of Open Graded Friction Courses: Construction, Maintenance, and Performance Phase II (Report No. FHWA-SC-21-05). South Carolina. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/65808
Putman, Bradley J., Behrooz Danish, Kimberly R Lyons, Haripriya Nekkanti, and Thomas S Repik. Evaluation of Open Graded Friction Courses: Construction, Maintenance, and Performance Phase II. Report no. FHWA-SC-21-05. South Carolina. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/65808.
Putman, Bradley J., et al. Evaluation of Open Graded Friction Courses: Construction, Maintenance, and Performance Phase II. South Carolina. Department of Transportation, 2021, Report no. FHWA-SC-21-05, ROSA P. https://rosap.ntl.bts.gov/view/dot/65808.
This report summarizes the results of a research task that was conducted to identify the current state of the practice of local public agencies (LPAs) for using chip seal interlayer (CSI) to control or reduce reflection cracking of overlay and summarize the results of different studies on the use chip seal interlayer. To achieve these objectives a
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Nazzal, M. D., Swaleh, S., Al-Hosainat, A., & Abbas, A. R. (2021). Ohio’s Research Initiative for Locals (ORIL) Research On-Call 2021-ORIL6 (Task 2): Current Practices and Experience for Using Chip Seal Interlayer by Ohio Local Public Agencies To Mitigate Reflection Cracking (Report No. FHWA/OH-2022-04). Ohio. Dept. of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/72888
Nazzal, Munir D, Safaa Swaleh, Ahmad Al-Hosainat, and Ala R. Abbas. Ohio’s Research Initiative for Locals (ORIL) Research On-Call 2021-ORIL6 (Task 2): Current Practices and Experience for Using Chip Seal Interlayer by Ohio Local Public Agencies To Mitigate Reflection Cracking. Report no. FHWA/OH-2022-04. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2021. https://rosap.ntl.bts.gov/view/dot/72888.
Nazzal, Munir D, et al. Ohio’s Research Initiative for Locals (ORIL) Research On-Call 2021-ORIL6 (Task 2): Current Practices and Experience for Using Chip Seal Interlayer by Ohio Local Public Agencies To Mitigate Reflection Cracking. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2021, Report no. FHWA/OH-2022-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/72888.
Alkali-silica reaction (ASR) is recognized as a major cause of concrete deterioration. Identifying the aggregate reactivity to ASR is one of the most efficient ways for preventing concrete cracking damage in practice. Many aggregates, especially the surface aggregates, used in Tennessee have a relatively high siliceous content (e.g. gravels, silice
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Abd-Elssamd, A., & Ma, Z. J. (2021). Alkali Silica Reactivity (ASR) Risk Assessment and Mitigation in Tennessee (Report No. RES2016-03). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60916
Abd-Elssamd, Ammar and Z John Ma. Alkali Silica Reactivity (ASR) Risk Assessment and Mitigation in Tennessee. Report no. RES2016-03. Tennessee. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/60916.
Abd-Elssamd, Ammar, and Z John Ma Alkali Silica Reactivity (ASR) Risk Assessment and Mitigation in Tennessee. Tennessee. Department of Transportation, 2021, Report no. RES2016-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/60916.
Retroreflective backplates for traffic signals have a proven record of reducing traffic accidents and, currently, all new traffic signals are designed with backplates. While including backplates in the design of new signals and support structures is straightforward, adding backplates to existing signals can be problematic as doing so increases wind
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Swanson, J. A., Rassati, G. A., Slagle, N. T., & Lee, K. (2021). Division of Operations Research On-Call Task #2 - Evaluation of the Effects of Wind Loads on Flexible Backplates (Report No. FHWA/OH-2021-33, 111442). Ohio. Department of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/64267
Swanson, James A., Gian Andrea Rassati, Nolan T Slagle, and Kevin Lee. Division of Operations Research On-Call Task #2 - Evaluation of the Effects of Wind Loads on Flexible Backplates. Report no. FHWA/OH-2021-33, 111442. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021. https://rosap.ntl.bts.gov/view/dot/64267.
Swanson, James A., et al. Division of Operations Research On-Call Task #2 - Evaluation of the Effects of Wind Loads on Flexible Backplates. Ohio. Department of Transportation. Office of Statewide Planning and Research, 2021, Report no. FHWA/OH-2021-33, 111442, ROSA P. https://rosap.ntl.bts.gov/view/dot/64267.
Evaluating the competitiveness of bus operators is an important way of promoting the efficiency of transport and quality of transport services. Such evaluation is the scientific basis for decision-making related to the choice of transport company’s development strategy in accordance with vision and set goals. The problem thus posed is the subject o
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Bubalo, T., Rajsman, M., & Skorput, P. (2021). Analytic Hierarchy Process in the Function of Evaluation of Transport Service Quality in Bus Company. City Net Scientific Research Center Ltd. https://rosap.ntl.bts.gov/view/dot/61409
Bubalo, Tomislav, Marijan Rajsman, and Pero Skorput. Analytic Hierarchy Process in the Function of Evaluation of Transport Service Quality in Bus Company. City Net Scientific Research Center Ltd, 2021. https://rosap.ntl.bts.gov/view/dot/61409.
Bubalo, Tomislav, et al. Analytic Hierarchy Process in the Function of Evaluation of Transport Service Quality in Bus Company. City Net Scientific Research Center Ltd, 2021, ROSA P. https://rosap.ntl.bts.gov/view/dot/61409.
Blow over crashes caused by severe crosswinds are a common problem on Wyoming highways, as well as roadways elsewhere that are subject to high wind conditions. To characterize blow over-inducing wind gusts, a high-frequency wind monitoring system was installed at a known hazard area along Interstate 25 just north of the Colorado-Wyoming state line.
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Ohara, N., Neupane, A., Young, R., & Campos, A. R. (2021). Characterization of Blow Over Risk in the Wyoming Highway System (Report No. WY-2201F). Wyoming. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/61014
Ohara, Noriaki, Adarsha Neupane, Rhonda Young, and Antonio Roman Campos. Characterization of Blow Over Risk in the Wyoming Highway System. Report no. WY-2201F. Wyoming. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/61014.
Ohara, Noriaki, et al. Characterization of Blow Over Risk in the Wyoming Highway System. Wyoming. Department of Transportation, 2021, Report no. WY-2201F, ROSA P. https://rosap.ntl.bts.gov/view/dot/61014.
The Indiana Department of Transportation (INDOT) is responsible for timely clearance of snow on state-maintained highways in Indiana as part of its wintertime operations. For this and other maintenance purposes, the state’s subdistricts maintain 101 administrative units spread throughout the state. These units are staffed by personnel, including sn
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Iyer, A. V., Labi, S., Dunlop, S. R., Thakkar, D. J., Mishra, S., Kumar, L. K., Du, R., Gala, M., Banerjee, A., & Siddharthan, G. (2021). Heavy Fleet and Facilities Optimization (Report No. FHWA/IN/JTRP-2022/03). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317365
Iyer, Ananth V, Samuel Labi, Steven R Dunlop, Dutt J Thakkar, Sayak Mishra, Lavanya Krishna Kumar, Runjia Du, Miheeth Gala, Apoorva Banerjee, and Gokul Siddharthan. Heavy Fleet and Facilities Optimization. Report no. FHWA/IN/JTRP-2022/03. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317365.
Iyer, Ananth V, et al. Heavy Fleet and Facilities Optimization. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2022/03, ROSA P. https://doi.org/10.5703/1288284317365.
This study examined whether the deployment of unmanned aerial vehicles, using photogrammetry and 3D modeling software, could provide rock slope design and remediation recommendations comparable to traditional geologic structure mapping methods using handheld transit compasses and measuring tapes. The authors found that the unmanned aerial systems m
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Watts, C. F., McClellan, E. A., & Stephenson, G. C. (2021). Implementation of Unmanned Aerial System-Based (UAS) Digital Photogrammetry for Design, Risk Analysis, and Hazard Mitigation of Rock Slopes (Report No. FHWA/VTRC 22-R16, VTRC 22-R16). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/60339
Watts, Chester F, Elizabeth A McClellan, and George C Stephenson. Implementation of Unmanned Aerial System-Based (UAS) Digital Photogrammetry for Design, Risk Analysis, and Hazard Mitigation of Rock Slopes. Report no. FHWA/VTRC 22-R16, VTRC 22-R16. Virginia Transportation Research Council (VTRC), 2021. https://rosap.ntl.bts.gov/view/dot/60339.
Watts, Chester F, et al. Implementation of Unmanned Aerial System-Based (UAS) Digital Photogrammetry for Design, Risk Analysis, and Hazard Mitigation of Rock Slopes. Virginia Transportation Research Council (VTRC), 2021, Report no. FHWA/VTRC 22-R16, VTRC 22-R16, ROSA P. https://rosap.ntl.bts.gov/view/dot/60339.
ODOT proposed a research project to identify a Continuous Friction Measuring Equipment (CFME) device that could be used on Low-speed Roads and Tight curve scenarios, to assess the possibility of measuring available wet friction in areas of their roadway network where LWFT was not previously used. Finding a CFME device that uses the same tires at th
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Bilbee, M., & Mandokhot, M. (2021). Optimizing Continuous Friction Testing on Low-Speed Roads and in Tight Curves (Report No. FHWA/OH-2021-31). Ohio. Dept. of Transportation. Office of Statewide Planning and Research. https://rosap.ntl.bts.gov/view/dot/64261
Bilbee, Michael and Mohit Mandokhot. Optimizing Continuous Friction Testing on Low-Speed Roads and in Tight Curves. Report no. FHWA/OH-2021-31. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2021. https://rosap.ntl.bts.gov/view/dot/64261.
Bilbee, Michael, and Mohit Mandokhot Optimizing Continuous Friction Testing on Low-Speed Roads and in Tight Curves. Ohio. Dept. of Transportation. Office of Statewide Planning and Research, 2021, Report no. FHWA/OH-2021-31, ROSA P. https://rosap.ntl.bts.gov/view/dot/64261.
W-beam guardrail systems are the predominant roadside safety barrier used on Georgia highways. These systems are usually installed in accordance with guidelines for the Midwest Guardrail System and generally perform very well across the state. However, in certain areas of high traffic volume in Georgia, repetitive accident locations may benefit fro
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Yang, X., Krenek, R., & Scott, D. (2021). Evaluation of Guardrail Performance in High-Risk Accident Zones on Georgia Roadways and Identification of Alternative Barriers (Report No. FHWA-GA-21-1914). Georgia. Dept. of Transporation. Office of Performance-Based Management and Research. https://rosap.ntl.bts.gov/view/dot/66662
Yang, Xiaoming, Russel Krenek, and David Scott. Evaluation of Guardrail Performance in High-Risk Accident Zones on Georgia Roadways and Identification of Alternative Barriers. Report no. FHWA-GA-21-1914. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2021. https://rosap.ntl.bts.gov/view/dot/66662.
Yang, Xiaoming, et al. Evaluation of Guardrail Performance in High-Risk Accident Zones on Georgia Roadways and Identification of Alternative Barriers. Georgia. Dept. of Transporation. Office of Performance-Based Management and Research, 2021, Report no. FHWA-GA-21-1914, ROSA P. https://rosap.ntl.bts.gov/view/dot/66662.
To improve traffic performance and safety, the ability to measure traffic accurately and effectively, including motorists and other vulnerable road users, at road intersections is needed. A past study conducted by the Center for Road Safety has demonstrated that it is feasible to detect and track various types of road users using a LiDAR-based syst
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Tarko, A. P., Romero, M. A., Bandaru, V. K., & Lizarazo, C. (2021). TScan–Stationary LiDAR for Traffic and Safety Applications: Vehicle Interpretation and Tracking (Report No. FHWA/IN/JTRP-2021/31). Purdue University. Joint Transportation Research Program. https://doi.org/10.5703/1288284317402
Tarko, Andrzej P, Mario A. Romero, Vamsi Krishna Bandaru, and Cristhian Lizarazo. TScan–Stationary LiDAR for Traffic and Safety Applications: Vehicle Interpretation and Tracking. Report no. FHWA/IN/JTRP-2021/31. Purdue University. Joint Transportation Research Program, 2021. https://doi.org/10.5703/1288284317402.
Tarko, Andrzej P, et al. TScan–Stationary LiDAR for Traffic and Safety Applications: Vehicle Interpretation and Tracking. Purdue University. Joint Transportation Research Program, 2021, Report no. FHWA/IN/JTRP-2021/31, ROSA P. https://doi.org/10.5703/1288284317402.
To meet the requirements under the Moving Ahead for Progress in the 21st Century Act (MAP-21), Tennessee Department of Transportation (TDOT) decided to develop a management program covering condition rating, service life prediction and inventory of retaining walls in the State of Tennessee to protect the safety and welfare of the public. This proje
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Wu, W., Wang, E., Onyango, M., & Wu, D. (2021). Rating and Inventory of TDOT Retaining Walls (Report No. RES 2019-08). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/60915
Wu, Weidong, Endong Wang, Mbakisya Onyango, and Dalei Wu. Rating and Inventory of TDOT Retaining Walls. Report no. RES 2019-08. Tennessee. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/60915.
Wu, Weidong, et al. Rating and Inventory of TDOT Retaining Walls. Tennessee. Department of Transportation, 2021, Report no. RES 2019-08, ROSA P. https://rosap.ntl.bts.gov/view/dot/60915.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis
2021-11-01
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This fact sheet compares rural and urban motor vehicle traffic fatalities for 2019. Of the 36,096 motor vehicle traffic fatalities in 2019 there were 16,340 (45%) that occurred in rural areas, 19,595 (54%) in urban areas, and 161 (less than 0.5%) in areas of unknown land use. Data on the following is presented: crash characteristics, drivers, speed
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United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis (2021). Traffic Safety Facts 2019 Data: Rural/Urban Comparison of Motor Vehicle Traffic Fatalities (Report No. DOT HS 813 206). United States. Department of Transportation. National Highway Traffic Safety Administration. https://rosap.ntl.bts.gov/view/dot/78173
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis. Traffic Safety Facts 2019 Data: Rural/Urban Comparison of Motor Vehicle Traffic Fatalities. Report no. DOT HS 813 206. United States. Department of Transportation. National Highway Traffic Safety Administration, 2021. https://rosap.ntl.bts.gov/view/dot/78173.
United States. Department of Transportation. National Highway Traffic Safety Administration. National Center for Statistics and Analysis Traffic Safety Facts 2019 Data: Rural/Urban Comparison of Motor Vehicle Traffic Fatalities. United States. Department of Transportation. National Highway Traffic Safety Administration, 2021, Report no. DOT HS 813 206, ROSA P. https://rosap.ntl.bts.gov/view/dot/78173.
In Texas, four-lane undivided roadways constitute a significant amount of mileage in rural areas. These highways have poor safety performance compared to other cross sections. However, there is not always sufficient space within the available right of way to accommodate a traditional four-lane divided cross section. Thus, a framework can assist roa
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Geedipally, S. R., Brewer, M. A., Wunderlich, R., Pratt, M. P., Wu, L., Das, S., & Florence, D. (2021). Examine Trade-Offs Between Center Separation and Shoulder Width Allotment for a Given Roadway Width (Report No. FHWA/TX-21/0-7035-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60135
Geedipally, Srinivas R., Marcus A. Brewer, Robert Wunderlich, Michael P. Pratt, Lingtao Wu, Subasish Das, and David Florence. Examine Trade-Offs Between Center Separation and Shoulder Width Allotment for a Given Roadway Width. Report no. FHWA/TX-21/0-7035-R1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/60135.
Geedipally, Srinivas R., et al. Examine Trade-Offs Between Center Separation and Shoulder Width Allotment for a Given Roadway Width. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-21/0-7035-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/60135.
The safety of the traveling public is a priority for the Texas Department of Transportation (TxDOT) and the Federal Highway Administration (FHWA). From the 1960s to current practice, FWHA’s guidance has evolved along with TxDOT’s policies and procedures to reduce wet-weather accidents. TxDOT’s Form 2088 is part of the wet-surface crash reduction pr
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Goehl, D. C., Gurganus, C., & Park, E. S. (2021). Selection Criteria for Coarse Aggregate in Flexible Pavement Surfaces (Report No. FHWA/TX-21/0-7077-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60571
Goehl, Darlene C, Charles Gurganus, and Eun Sug Park. Selection Criteria for Coarse Aggregate in Flexible Pavement Surfaces. Report no. FHWA/TX-21/0-7077-R1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/60571.
Goehl, Darlene C, et al. Selection Criteria for Coarse Aggregate in Flexible Pavement Surfaces. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-21/0-7077-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/60571.
A previous Texas Department of Transportation (TxDOT) research project (0-6927) developed a statewide pedestrian and bicyclist count database (https://mobility.tamu.edu/bikepeddata/), as well as guidance and requirements for collecting and submitting additional count data to this statewide database. This implementation project developed three train
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Turner, S., Lasley, P., Benz, R., & Martin, M. (2021). Training and Implementation Resources for Pedestrian and Bicyclist Count Data (Report No. FHWA/TX-20/5-6927-01-IPR1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/60131
Turner, Shawn, Phil Lasley, Robert Benz, and Michael Martin. Training and Implementation Resources for Pedestrian and Bicyclist Count Data. Report no. FHWA/TX-20/5-6927-01-IPR1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/60131.
Turner, Shawn, et al. Training and Implementation Resources for Pedestrian and Bicyclist Count Data. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-20/5-6927-01-IPR1, ROSA P. https://rosap.ntl.bts.gov/view/dot/60131.
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