Department of Transportation Federal Highway Administration

Federal Motor Carrier Safety Regulations, U. S. Department of Transportation Federal Highway Administration, Washington, DC, 1992. 

U.S. Department of Transportation, Federal Highway Administration, Offices of Research and Development, Washington, D C 20590... 

Y. P. Virmani, G. C. Clemena, Corrosion protection concrete bridge , US Department of Transportation, Federal Highways Administration, Report FHWA-RD-98-088, 1998. 

Definition of p and y. (After Reese, L.C., Behavior of piles and pile groups under lateral load. A manual prepared for the U.S. Department of Transportation. Federal Highway Administration. Office of Research. Washington, DC, 1983. Reprinted with permission of ASCE.)... 

Eagleson B., S. Heisey, WR. Hudson, A.H. Meyer, and K.H. Stokoe. 1982. Comparison of the Palling Weight Deflectometer and the Dynaflect for Pavement Evaluation. FHWA Research Report 256-1. Washington, DC U.S. Department of Transportation, Federal Highway Administration. 

Welch, R. C. and Reese, L. C. 1972. Laterally Loaded Behavior of Drilled Shafts, Research Report No. 3-5-65-89, conducted for Texas Highway Department and U.S. Department of Transportation, Federal Highway Administration, Bureau of Pubhc Roads, by Center for Highway Research, The University of Texas at Austin, May. 

How to Develop a Pedestrian Safety Action Plan http //safety.fhwa.dot.gov/ped bike/ ped focus/docs/fhwasa0512.pdf (accessed September 3, 2010). U.S. Department of Transportation, Federal Highway Administration. Serves as a reference for pedestrian safety design through safety treatments such as street redesign and countermeasures. 

Janoff, M.S., David, P.S. and Rosenbaum, M.J. 1982. Adverse environmental operations. Chapter 11 of synthesis of safety research related to traffic control and roadway elements. Report FHWA-TS-82-232. Washington DC, US Department of Transportation, Federal Highway Administration. 

Green, P, Levison, W., Paelke, G., and Serafin, C. 1993. Suggested Human Factors Guidelines for Driver Information Systems (Technical Report UMTRI-93-21). Ann Arbor, MI The University of Michigan Transportation Research Institute. (Also pubhshed as FHWA-RD-94-087, McLean, VA U.S. Department of Transportation, Federal Highway Administration, December 1995.)... 

Cuelho, E., Perkins, S., Morris, Z., 2014. Relative Operation Performance of Geosynthetics Used as Subgrade Stabilization. Montana Department of Transportation, Report No. FHWA/MT-14—002/7712-251. U.S. Department of Transportation, Federal Highway Administration, Washington, DC. http //www.mdt.mt.gov/research/projects/geotech/ suhgrade.shtml. 

Perkins, S.W., Christopher, B.R., CueUio, E.L., Eiksund, G.R., Hoff, I., Schwartz, C.W., Svan0, G., Want, A., 2004. Development of Design Methods for Geos3mthetic Reinforced Elexible Pavements. U.S. Department of Transportation, Federal Highway Administration, Washington, DC, FHWA. Report Reference Number DTFH61-01-X-00068. 

G. H. Koch, M. P. H. Brongers, N. G. Thompson, Y. P. Virmani and J. H. Payer, Corrosion Costs and Preventative Strategies in the United States. Publication No FHWA-RD-01-156, US Department of Transportation, Federal Highway Administration (2002), also appears in summary form as a supplement in Mater. Perform., July (2002). 

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