Development of Low-Cost, Energy-Absorbing Bridge Rail
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Dean L Sicking | Ronald K Faller | Robert W Bielenberg | John D. Reid | Ronald K. Faller | Karla A Lechtenberg | Scott K Rosenbaugh | J. D. Reid | Scott K. Rosenbaugh | Jeffery C Thiele | D. Sicking | Karla Lechtenberg | R. Bielenberg | J. C. Thiele
[1] Dean L Sicking,et al. Midwest Guardrail System for Long-Span Culvert Applications , 2007 .
[2] R L Stoughton,et al. VEHICLE IMPACT TESTS OF A SEE-THROUGH, COLLAPSING RING, STRUCTURAL STEEL TUBE, BRIDGE BARRIER RAILING. FINAL REPORT , 1983 .
[3] S. Emerson,et al. AASHTO (American Association of State Highway and Transportation Officials). 2001. A Policy on Geometric Design of Highways and Streets. Fourth Edition. Washington, D.C. , 2007 .
[4] B G Pfeifer,et al. SAFETY PERFORMANCE EVALUATION OF A NESTED W-BEAM WITH HALF-POST SPACING OVER A LOW-FILL CULVERT , 1993 .
[5] Dean L Sicking,et al. Evaluation of Critical Flare Rates for the Midwest Guardrail System (MGS) , 2008 .
[6] Dean L Sicking,et al. Performance of Steel-Post, W-Beam Guardrail Systems , 2007 .
[7] R A Zimmer,et al. RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES , 1993 .
[8] Dean L Sicking,et al. Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria , 2007 .
[9] J D Michie,et al. Multiple-service-level highway bridge railing selection procedures , 1981 .
[10] Don L Ivey,et al. Safer bridge railings: volume 1 - summary report , 1984 .
[11] J D Michie,et al. RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY APPURTENANCES , 1981 .
[12] Wanda L Menges,et al. NCHRP Report 350 Test 3-10 on the Modified PennDOT Type 2 Guide Rail. Test 4 , 2000 .
[13] Dean L Sicking,et al. Development of the Midwest Guardrail System , 2002 .
[14] Roger P Bligh,et al. NCHRP REPORT 350 TEST 3-11 OF THE TEXAS TYPE T6 BRIDGE RAIL , 1998 .
[15] Chuck A. Plaxico,et al. Evaluation and Design of ODOT's Type 5 Guardrail with Tubular Backup , 2006 .
[16] Roger P Bligh,et al. NCHRP Report 350 Test 3-11 of the Modified T8 Bridge Rail , 2009 .
[17] G H Powell. COMPUTER EVALUATION OF AUTOMOBILE BARRIER SYSTEMS , 1970 .
[18] Dean L Sicking,et al. Development of the Midwest Guardrail System (MGS) W-Beam to Thrie-Beam Transition Element , 2007 .
[19] Dean L Sicking,et al. NCHRP 350 DEVELOPMENT AND TESTING OF A GUARDRAIL CONNECTION TO LOW-FILL CULVERTS , 2002 .
[20] Roger P Bligh,et al. TESTING OF STATE ROADSIDE SAFETY SYSTEMS. VOLUME XI: APPENDIX J - CRASH TESTING AND EVALUATION OF EXISTING GUARDRAIL SYSTEMS , 1990 .
[21] Roger P Bligh,et al. EVALUATION OF ROADSIDE SAFETY DEVICES USING FINITE ELEMENT ANALYSIS , 2004 .
[22] Chuck A. Plaxico,et al. Improvements to the Weak-Post W-Beam Guardrail , 2001 .
[23] Wanda L Menges,et al. TESTING OF NEW BRIDGE RAIL AND TRANSITION DESIGNS. VOLUME I: TECHNICAL REPORT , 1997 .
[24] Dean L Sicking,et al. Midwest Guardrail System for Standard and Special Applications , 2004 .
[25] Dean L Sicking,et al. PERFORMANCE EVALUATION OF THE MIDWEST GUARDRAIL SYSTEM – UPDATE TO NCHRP 350 TEST NO. 3-11 WITH 28" C.G. HEIGHT (2214MG-2) , 2006 .
[26] R L Stoughton,et al. VEHICLE CRASH TESTS OF STEEL BRIDGE BARRIER RAIL SYSTEMS FOR USE ON SECONDARY HIGHWAYS. FINAL REPORT , 1993 .
[27] Carl M Ochoa. GMS Guardrail Mini Spacer Releasable Fastener: Improving Performance and Reliability of Conventional Strong-Post Guardrail , 2008 .
[28] G H Powell. BARRIER VII: A COMPUTER PROGRAM FOR EVALUATION OF AUTOMOBILE BARRIER SYSTEMS , 1973 .
[29] Roger P Bligh,et al. Analysis of a Flexible Bridge Rail System for High-Speed Roadways , 2008 .
[30] Eric F Nordlin,et al. DYNAMIC TESTS OF THE CALIFORNIA TYPE 15 BRIDGE BARRIER RAIL SERIES XXV , 1971 .