Investigation of Material Requirements for Highway Guardrail Systems (2022)

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78 Investigation of Material Requirements for Highway Guardrail Systems Elzly Technology Corporation. Comparing the Corrosion Protection of Hot Dip Batch Versus Hot Dip Con- tinuously Galvanized W-Beam Guardrail Sections. Contractor’s final report for NCHRP Project 20-07/ Task 333. 2014. FHWA. Frequently Asked Questions: Barriers, Terminals, Transitions, Attenuators, and Bridge Railings: What Guidance Is Available on the Timeliness of Guardrail Repair? Federal Highway Administration, Washington, DC. https://safety.fhwa.dot.gov/roadway_dept/countermeasures/faqs/qa_bttabr.cfm. Accessed August 15, 2018. 2018. FHWA and Willett, T. O. Technical Advisory - Uncoated Weathering Steel in Structures, Publication Technical Advisory 5140.22. 1989. Fleck, J. 1997 Chevrolet C2500 Pickup Impact with the Strong Steel Post W-Beam Guardrail – Part 2. MGA Research Corporation, Burlington, WI. 2008. Fossa, A. and Duran III, B.A. ASTM F2329 vs. ASTM A153. American Galvanizers Association. https:// galvanizeit.org/knowledgebase/article/astm-f2329-vs-astm-a153. Accessed 04/06/2021. 2017. Gripne, D.J. and Task Force 13. Letter to State Specifiers – Overlength Post Stamping. 2019. Gutierrez, D.A., Lechtenberg, K.A., Bielenberg, R.W., Faller, R.K., Reid, J.D., Sicking, D.L., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Midwest Guardrail System (MGS) with Southern Yellow Pine Posts. 2013. Haase, A., Kohtz, J., Lechtenberg, K., Bielenberg, B., Reid, J., and Faller, R. Midwest Guardrail System (MGS) Placed Adjacent to a 1V:2H Fill Slope with 6-ft Posts. Midwest Roadside Safety Facility, Lincoln, Nebraska. 2016. Highway Safety Information Systems. HSIS Resources. https://www.hsisinfo.org/resources.cfm. Accessed 7/29/2019. 2019. Lingenfelter, J.L., Rosenbaugh, S., Bielenberg, R.W., Lechtenberg, K.A., Faller, R.K., Reid, J.D., Midwest Roadside Safety Facility, Nebraska Department of Roads, and Federal Highway Administration. Midwest Guardrail System (MGS) with an Omitted Post. 2016. Maricopa Association of Governments. Uniform Standard Specifications and Details for Public Works Con- struction. Phoenix, AZ. 2019. Meyer, D.T., Reid, J.R., Lechtenberg, K.A., Bielenberg, R.W., Faller, R.K., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Increased Span Length for the MGS Long-Span Guardrail System Part II: Full-Scale Crash Testing. 2017. Michie, J. D. NCHRP Report 230: Recommended Procedures for the Safety Performance Evaluation of Highway Appurtenances. TRB, National Research Council, Washington, DC. 1981. MwRSF. View Q&A – Steel Specifications for Guardrail Posts. mwrsf.unl.edu. https://mwrsf.unl.edu/q&a/view. php?id=1128. Accessed 12/26/2019. 2016. NHDOT. Prolonging Service Life of Weathering Steel Guardrail. In New Hampshire DOT Focus on Research. New Hampshire. 2003. NHDOT. Standard Specifications for Road and Bridge Construction. 2016. Ohio Bureau of Highways. Guardrail. 1956. Polivka, K.A., Faller, R.K., Sicking, D.L., Rohde, J.R., Reid J.D., Holloway, J.C., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Guardrail and Guardrail Terminals Installed Over Curbs. The University of Nebraska–Lincoln, TRP-03-83-99, Lincoln, NE. 2000. Rosenbaugh, S., Schrum, K., Faller, R., Lechtenberg, K., Sicking, D., and Reid, J.D. Development of Alternative Wood-Post MGS Approach Guardrail Transition. 2011. Rosenbaugh, S.K., Faller, R.K., Lechtenberg, K.A., Holloway, J.C., Mid-America Transportation Center, Midwest Roadside Safety Facility, Nebraska Department of Roads, Federal Highway Administration, and Research and Innovative Technology Administration. Development and Evaluation of Weak-Post W-Beam Guardrail in Mow Strips. 2015. Rosenbaugh, S.K., Stolle, C. S., Ronspies, K.B., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. MGS with Curb and Omitted Post: Evaluation to MASH 2016 Test Designation No. 3-10. MwRSF. 2019. Ross, H.E., Sicking, D.L., Zimmer, R.A., and Michie, J.D. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, DC. 1993. Schmidt, T.L., Mongiardini, M., Bielenberg, R.W., Lechtenberg, K.A., Reid, J.D., Faller, R.K., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Dynamic Test- ing of MGS W6x8.5 Posts at Decreased Embedment. 2012. Schneider, A.J., Rosenbaugh, S.K., Faller, R.K., Sicking, D.L., Lechtenberg, K.A., Reid, J.D., University of Nebraska–Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Safety Perfor- mance Evaluation of Weak-Post, W-Beam Guardrail Attached to Culvert. 2014.

References 79   Schrum, K., Lechtenberg, K., Bielenberg, B., Rosenbaugh, S., Faller, R., Reid, J., and Sicking, D. Safety Perfor- mance Evaluation of the Non-blocked Midwest Guardrail System (MGS). Midwest Roadside Safety Facility, Lincoln, Nebraska. 2013. Sheikh, N.M., Menges, W.L., and Kuhn, D.L. MASH TL-3 Evaluation of 31-Inch W-Beam Guardrail with Wood and Steel Posts in Concrete Mow Strip. Texas A&M Transportation Institute Proving Ground, College Station, TX. 2019. Stolle, C., Lechtenberg, K., Reid, J., Faller, R., Bielenberg, B., Rosenbaugh, S., Sicking, D., and Johnson, E. Deter- mination of the Maximum MGS Mounting Height - Phase I Crash Testing. Midwest Roadside Safety Facility, Lincoln, Nebraska. 2012. Stolle, C., Lechtenberg, K., Reid, J., Faller, R., Bielenberg, B., Rosenbaugh, S., Sicking, D., and Johnson, E. Deter- mination of the Maximum MGS Mounting Height - Phase I Crash Testing - Revision- 1. Midwest Roadside Safety Facility, Lincoln, Nebraska. 2015. Tavarez, J. Are You Properly Specifying Materials? Steelwise, April 2018. TF13. TF13 Hardware Guide. http://www.tf13.org/. Accessed 9/20/2019. 2019. Thiele, J.C., Lechtenberg, K.A., Reid, J.D., Faller, R.K., Sicking, D.L., Bielenberg, R.W. University of Nebraska– Lincoln, Nebraska Department of Roads, and Federal Highway Administration. Performance Limits for 6-in. (152-mm) High Curbs Placed in Advance of the MGS Using MASH Vehicles Part II: Full-Scale Crash Testing. 2009. Thiele, J.C., Reid, J.D., Lechtenberg, K.A., Faller, R.K., Sicking, D.L., and Bielenberg, R.W. Performance Limits for 6-in. (152-mm) High Curbs Placed in Advance of the MGS Using MASH Vehicles Part III: Full-Scale Crash Testing (TL-2). University of Nebraska–Lincoln, Lincoln, NE. 2010. TxDOT. Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. 2014. VDOT. Road and Bridge Specifications. 2016. Weiland, N., Reid, J., Faller, R., Sicking, D., Bielenberg, B., and Lechtenberg (Polivka), K. Minimum Effective Guardrail Length for the MGS. Midwest Roadside Safety Facility, Lincoln, Nebraska. 2013. WYDOT. Standard Specifications for Road and Bridge Construction. 2010.