A Synthesis of 787-mm Tall, Non-proprietary, Strong-Post, W-beam Guardrail Systems

Author:

Rosenbaugh Scott,Bielenberg Robert,Faller Ronald

Publisher

Springer International Publishing

Reference31 articles.

1. Abu-Odeh, A.Y., Ha, K., Liu, I., Menges, W.L.: MASH TL-3 testing and evaluation of the W-beam guardrail on slope, Report No. 405160-20. Texas A&M Transportation Institute, College Station, Texas (2013)

2. Abu-Odeh, A.Y., Bligh, R.P., Mason, M.L., Menges, W.L.: Development and evaluation of a MASH TL-3 31-in. W-beam median barrier, Report No. 9–1002-12-8. Texas A&M Transportation Institute, College Station, Texas (2014)

3. American Association of State Highway Transportation Officials (AASHTO). Manual for assessing safety hardware (MASH), 2nd Edition, Washington, D.C (2016)

4. Asadollahi Pajouh, M., Bielenberg, R.W., Schmidt, J.D., Lingenfelter, J., Faller, R.K., Reid, J.D.: Placement of breakaway light poles located directly behind Midwest Guardrail System, Report no. TRP-03-361-17. Midwest Roadside Safety Facility, University of Nebraska-Lincoln, Lincoln, Nebraska (2017)

5. Asadollahi Pajouh, M., Bielenberg, R.W., Rasmussen, J.D., Bai, F., Faller, R.K., Holloway, J.C.: Dynamic testing and evaluation of culvert-mounted, strong-post MGS to TL-3 guidelines of MASH 2016. Report no. TRP-03-383-20. Midwest Roadside Safety Facility, University of Nebraska-Lincoln, Lincoln, Nebraska (2020)

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