Guidance for the Selection, Use, and Maintenance of Cable Barrier Systems (2012)

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116 [1] Alberson, D. C., Sheikh, D. C., Chatham, N. M., “Guidelines for the Selection of Cable Barrier Systems (Generic Design vs. High-Tension Designs),” Texas Transportation Institute, 2007. [2] Ray, M. H. and R. G. McGinnis, NCHRP Synthesis of Highway Practice 244: Guardrail and Median Barrier Crashworthiness, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C., 1997. [3] Ray, M. H., “Experience with Cable Barriers in Other States,” A letter report submitted to Douglas MacDonald, Secretary of Transportation, Washington State Department of Transportation, April 26, 2007. [4] E-mail from Linda Chatham, Texas Transportation Institute, 13 June 2008. [5] Graham, M. D., W. C. Burnett, J. L. Gibson, and R. H. Freer, “New Highway Barriers: The Practical Application of Theoretical Design,” Highway Research Record 174, Highway Research Board, National Research Council, Washington, D.C., 1967. [6] Gabler, H. C., D. J. Gabauer, and D. Bowen, “Evaluation of Cross Median Crashes,” Final Report FHWA-NJ-2005-004, New Jersey DOT, Feb. 2005. [7] Troy, S., “Median Barriers in North Carolina,” presentation at the AASHTO TIG-CBM Close-Out Meeting, June 6, 2008. [8] Miller, J. P., “Missouri’s System-wide Safety Solutions—Median Guard Cable: Missouri’s Plan for Saving Lives,” presentation. [9] I-430 Brifen WRSF Maintenance Log, Arkansas DOT, 2005. [10] Cooper, K. R., “In-Service Performance Evaluation: Brifen Wire Rope Safety Fence,” prepared for Federal Highway Administration by the Arizona DOT, 2007. [11] Outcalt, W., “Cable Guardrail Interim Report,” Colorado DOT Research Branch, June 2004. [12] Ward, D., “Evaluation of Brifen’s Wire Rope Safety Fence,” Indiana DOT, Sep 2006. [13] Stein, W., “Brifen Wire Rope Safety Fence Final Report,” Iowa DOT, Aug 2005. [14] Focke, D., “Brifen Cable In-Service Performance Evaluation,” Ohio DOT, Dec 2006. [15] Emamian, F., “Brifen Wire Rope Safety Fence Final Report,” Oklahoma DOT, March 2003. [16] Meza, R., “Cable Median Barriers in Texas,” presentation at AASHTO TIG, June 2008. [17] AASHTO Roadside Design Guide 3rd edition, 2006 with updated Chapter 6. [18] Jones, J. G., “A comprehensive analysis of and direction for MoDOT’s Cable Median Barrier Program,” MoDOT, July 2007. [19] Opiela, K., “FHWA/NCAC Cable Median Barrier Design and Placement Research Update,” presentation at the AASHTO TIG-CBM meeting, June 6, 2008. [20] Ross, H. E. Jr., Sicking, D. L., Zimmer, R. A., and Michie, J. D., NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features, Transportation Research Board, Washington, D.C., 1993. [21] American Association of State Highway and Transportation Officials, “Manual for Assessment of Safety Hardware,” Washington, D.C., 2009. [22] Memorandum on Cable Barrier Considerations to FHWA Division Administrators from Jeffrey A. Lindley, Associate Administrator, July 20, 2007. [23] Marzougui, D., et al., “Effects of End-Anchor Spacing and Initial Tension on Cable Barrier Deflection,” National Crash Analysis Center, George Washington University, 2007. [24] Repair history—two Brifen WRSF projects in Oklahoma as of December 31, 2007. [25] Keel, A., “High Tension Cable Barriers,” Florida DOT, presentation at AASHTO TIG, June 2008. [26] I-430 Brifen WRSF Maintenance/Repair Log. [27] Repair history—two Brifen WRSF projects in Oklahoma as of Dec 31, 2007. References and Bibliography

References and Bibliography 117 [28] Focke, D., “Ohio DOT’s recent experience with Cable Median Barrier,” presentation at AASHTO TIG, June 2008. [29] Cooner S. A., et al., “Development of Guidelines for Cable Median Barrier Systems in Texas,” Project No. 0-5609, Texas Transportation Institute, Texas A&M University, College Station, Dec 2009. [30] Sicking, D. L., Benicio, F. D., and Lechtenberg K. A., “Cable Median Barrier Guidelines,” Midwest Roadside Safety Facility, submitted to Midwest States’ Regional Pooled Fund Program, Dec 2008. [31] Oliver F. R., “Tensioned Cable Safety Barrier, M62,” Highways & Road Construction, Vol 42, Issue 1769, London, England, 1974. [32] McGregor, R. V., Hassan, M., and Lahey, O., “Design of a TL-4 Median Cable Barrier for Deerfoot Trail, Calgary,” Annual Conference of the Transportation Association of Canada, Saskatoon, Saskatchewan, 2007. [33] Marsh F. and Pilgrim, M., “Evaluation of Narrow Median Wire Rope Barrier Installation on Centennial Highway, New Zealand,” Journal of the Australian College of Road Safety, Vol 21, Issue 2, 2010. [34] Levett, S. P., Job, R. F., and Tang, J., “Centerline Treatment Countermeasures to Address Crossover Crashes,” Australian Road Safety Research Conference, 2009. [35] Candappa, N., D’Elia, A., and Newstead, S., “Evaluation of the Effectiveness of Flexible Barriers along Victorian Roads,” Accident Research Center, Monash University, 2009. [36] McTiernan, D., Thoresen, T., and McDonald N., “Evaluation of the Safety Impact of Centre-of-the Road Wire Rope Barrier (WRB) on Undivided Rural Roads,” from AustRoads, Sydney, 2009. [37] E-mail from Jan Karpinski, Strategic Asset Management Engineer, Main Roads Western Australia, 2008. [38] Brifen, “Guidelines for the Installation, Inspection, Maintenance and Repair,” manufacturer’s documentation, Brifen (Europe). [39] Woof, M., “Staying on the Road: Safety Barrier Systems Continue to be Developed at a Fast Pace,” World Highways, Vol 15, Issue 8, 2006. [40] Nilsson, K., and Prior, N., “Wire Rope Safety Barriers and the Pacific Highway Program: RTA Research & Investigations,” Australian Road Safety Research Conference, 2009. [41] Roper, P., et al., “Revision of AustRoads Safety Barrier Guidelines,” Proceedings of the ARRB & REAA Con- ference, Cairns, Australia, 2003. [42] E-mail from Kazuhiko Ando, Public Works Research Center, “Cable Barriers in Japan,” June 2008. [43] Carlsson, A., Larsson, M., “Sweden Vision Zero Experience,” International Journal of Crashworthiness, Vol 8, Issue 2, Cambridge, England, 2003. [44] Bergh T., “2+1-Roads with Cable Barriers – a Swedish Success Story,” Swedish National Road Administration (SNRA), 2008. [45] Schermans, G. and Van der Hoek, P. S., “Innovative Solutions for 80 and 100 km/h Rural Distributors Roads,” Proceedings of the ICCT Workshop, TRRL reference 1974. [46] Selby T., “Motorcyclists and Wire Rope Barriers,” Opus International Consultants Limited for Transit New Zealand (Transit NZ), 2006 [47] “Guidelines for PTW-Safer Road Design in Europe,” Association des Constructeurs Europeens de Motocycles (ACEM), 2006 [48] “Record of Investigation into Death (without inquest),” Magistrates Court of Tasmania, Coronial Division, April 2008. [49] Szwed, N., “Wire Rope Barriers in Victoria,” Proceedings of ITE Conference in Melbourne, 2002. [50] Bullard, D. L., Menges, W. L., Buth, C. E., and Schoeneman, S. K., “NCHRP Report 350 Test 3-11 of the Washington 3-Strand Cable Barrier with New York Cable Terminal,” Project No. 404211-8, Texas Transportation Institute, Texas A&M University System, College Station, March 2000. [51] HVE Software, Engineering Dynamics Corporation, http://www.edccorp.com. [52] CarSim, Mechanical Simulation Corporation, http://www.carsim.com. [53] Hallquist, J. O., LS-DYNA User’s Manual, Livermore Software Technology Corporation. [54] Marzougui, D., Zaouk, A., and Kan, C. D., “Development of a C-2500 Pick-Up Truck Model for Roadside Hardware Impact,” Transportation Research Board, annual conference, 1996. [55] Reid, J. and Marzougui, D., “Improved Truck Model for Roadside Safety Simulation, Part I—Structural Modeling,” Transportation Research Record: Journal of the Transportation Research Board, No. 1797, Transportation Research Board of the National Academies, Washington, D.C., pp. 53–62, 2002. [56] Marzougui, D., et al., “Development and Validation of a Vehicle Suspension Finite Element Model for Use in Crash Simulations,” International Crash Worthiness Conference, ICrash2004, San Francisco, 2004. [57] Baxter, J. R., (FHWA), FHWA Approval Letter HAS-10/B-137A, Gibraltar, Sep 9, 2005. [58] Baxter, J. R., (FHWA), FHWA Approval Letter HAS-10/B-137B, Gibraltar, April 3, 2006. [59] Wright, F. G., (FHWA), FHWA Approval Letter HS10-B88, Blue Systems AB, July 13, 2001. [60] Rice, G. E., (FHWA), FHWA Approval Letter HSSD-10/B-88E, Safence Inc., July 31, 2007.

118 Guidance for the Selection, Use, and Maintenance of Cable Barrier Systems [61] Baxter, J. R., (FHWA), FHWA Approval Letter HSSD/B-88D, Safence Incorporated, Dec 27, 2006. [62] Zhu L., Rohde J. R., “Development of Guidelines for Anchor Design for High-Tension Cable Guardrails,” Transportation Research Board Annual Meeting, Washington, D.C., Jan 2010. [63] ENSOFT, Inc., “LPILE Plus 5.0, User’s Manual” and “LPILE Plus 5.0, Technical Manual,” Austin, Texas. [64] E-mail messages from Frank Julian, Safety Engineer, FHWA Resource Center, 2010. [65] Arrington, D. R., Alberson, D. C., and Menges, W. L., “Development of Field Applied Fittings for Wire Rope Barrier and Conversion to High Tension,” Report No. 405160-11-1, Texas Transportation Institute, Texas A&M University, College Station, TX, Aug 2010.