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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2022. Evaluation of Bridge Rail Systems to Confirm AASHTO MASH Compliance. Washington, DC: The National Academies Press. doi: 10.17226/26844.
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135   1. Ross, H. E., D. L. Sicking, R. A. Zimmer, and J. D. Michie. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, DC, 1993. 2. AASHTO. Manual for Assessing Safety Hardware. 2009. 3. AASHTO. Manual for Assessing Safety Hardware, 2nd ed. 2016. 4. FHWA. “Action: Crash Testing of Bridge Railings.” May 30, 1997, https://safety.fhwa.dot.gov/roadway_dept/ countermeasures/reduce_crash_severity/barriers/bridgerailings/docs/bridge.pdf. 5. Wright, F. G. “Bridge Rail Analysis Memorandum.” FHWA. May 16, 2000, https://safety.fhwa.dot.gov/ roadway_dept/countermeasures/reduce_crash_severity/barriers/bridgerailings/docs/bridgerail_analysis_ may16.pdf. Accessed April 1, 2016. 6. AASHTO. AASHTO LRFD Bridge Design Specifications, 8th ed. 2017. 7. Silvestri-Dobrovolny, C., N. Schulz, S. Moran, T. Skinner, R. Bligh, and W. Williams. Contractor’s final report for NCHRP Project 20-07/Task 395, “MASH Equivalency of NCHRP Report 350-Approved Bridge Railings.” Report No. 607141. Texas A&M Transportation Institute, College Station, TX, 2017. 8. Sheikh, N. M., R. P. Bligh, and W. L. Menges. Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails. Report No. 9-1002-5. Texas A&M Transportation Institute, College Station, TX, 2011. 9. Williams, W. F., J. Ries, R. P. Bligh, and W. Odell. Design & Full Scale Testing of Aesthetic TxDOT Type T224 Bridge Rail for MASH TL-5 Applications. Presented at the 96th Annual Meeting of the Transportation Research Board, Washington, DC, 2017. 10. Bligh, R. P., J.-L. Briaud, A. Abu-Odeh, D. O. Saez, L. S. Maddah, and K. M. Kim. NCHRP Web-Only Document 326: Design Guidelines for Test Level 3 through Test Level 5 Roadside Barrier Systems Placed on Mechanically Stabilized Earth Retaining Walls. Transportation Research Board, Washington, DC, 2022. 11. Bligh, R. P., W. L. Menges, B. L. Griffith, G. E. Schroeder, and D. L. Kuhn. MASH Evaluation of TxDOT Roadside Features–Phase II. Report No. 0-6946-R2. Texas A&M Transportation Institute, College Station, TX, 2019. 12. NHTSA. Laboratory Test Procedure for FMVSS No. 139. TP-139-03. USDOT, March 6, 2007. 13. Ray, M. H., M. Mongiardini, C. A. Plaxico, and M. Anghileri. NCHRP Web-Only Document 179: Procedures for Verification and Validation of Computer Simulations Used for Roadside Safety Applications. TRB, National Research Council, Washington, DC, 2011. 14. Michie, J. D. NCHRP Report 230: Recommended Procedures for the Safety Performance Evaluation of Highway Appurtenances. TRB, National Research Council, Washington DC, 1981. 15. AASHTO. Roadside Design Guide, 4th ed. 2011. References

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The AASHTO Manual for Assessing Safety Hardware (MASH) is the latest in a series of documents that provide guidelines on testing and evaluating roadside safety features. The 2016 document represents a comprehensive update to crash-test and evaluation procedures to reflect changes in the vehicle fleet, operating conditions, and roadside safety knowledge and technology.

The TRB National Cooperative Highway Research Program's NCHRP Research Report 1024: Evaluation of Bridge Rail Systems to Confirm AASHTO MASH Compliance presents an evaluation of bridge rail systems to confirm their compliance with MASH.

Supplemental to the report are Appendices A-H.

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