Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
80 Appendices A and B are not printed herein but can be found on the project description page for NCHRP Project 22-40 (https://apps.trb.org/cmsfeed/TRBNetProjectDisplay.asp?ProjectID= 4586). Appendix C: Commentary for AASHTO M 180 Updates, and Appendix D: Commentary for AASHTO M 180 Updates with Redline-Strikeout are being provided separately to AASHTO and are not published as part of this report. Appendix A: Proposed AASHTO M 180 Specification Update Appendix B: Proposed AASHTO M 180 Specification Update with Redline Strikeout
References 79Â Â 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 Nebraskaâ 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 NebraskaâLincoln, 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.
