SGR52 TOP-MOUNTED WEAK-POST GUARDRAIL ATTACHED TO CULVERT PLAN VIEW ELEVATION VIEW DETAIL B DETAIL A SHEET NO. DATE: 37 1/2" 953 (TYP) 150" 3810

Midwest Roadside Safety Facility

43" Bridge Pit 44 1/2" 1130 175'-0" 53340 8 Spaces @ 75" = 50'-0" 15240 6'-3" 40" 105 1016 (typ.) 22 Spaces @ 37 1/2" = 68'-" 2055 12" 4877 Spaces @ 75" = 56'-3" 17145 35" 88 1 2 3 4 5 6 7 8 11 13 15 17

Midwest Guardrail System Without Blockouts

Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. 13-0418 Midwest Guardrail System Without Blockouts by John D.

Midwest Roadside Safety Facility

4" 1092 175'-0" 540 Bridge Pit 44 1 2 " 110 8 Spaces @ 75" = 50'-0" 15240 22 Spaces @ 7 1/ = 68'-9" 20955 9 Spaces @ 75" = 56'-" 17145 6'-" 1905 (typ.) 40" 1016 5" 99" 889 2515 1 2 4 5 6 7 8 9 11 1 10

Development and Implementation of the Simplified MGS Stiffness Transition

Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. 12-3367 Development and Implementation of the Simplified MGS Stiffness

Evaluation of the Midwest Guardrail System Stiffness Transition with Curb

Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. -0 Evaluation of the Midwest Guardrail System Stiffness Transition

Midwest Roadside Safety Facility

Downstream End Upstream End 28 Spaces @ 75" [05] = 175'-0" [53340] 29 28 27 26 25 24 23 22 21 20 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 25 75" 05 (Typ.) Impact 2270P PLAN VIEW a6 a5 a4 a3 a4 a4 a4

DEVELOPMENT OF A MASH TL-3 TRANSITION BETWEEN GUARDRAIL AND PORTABLE CONCRETE BARRIERS

Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. 17-01712 DEVELOPMENT OF A MASH TL-3 TRANSITION BETWEEN GUARDRAIL

Implementation of AASHTO s Manual for Assessing Safety Hardware (MASH) 2016

Implementation of AASHTO s Manual for Assessing Safety Hardware (MASH) 2016 Update from the Technical Committee on Roadside Safety Keith Cota, New Hampshire DOT MASH 2016 Overview Background Ballot Results/Dates

Evaluation of the Midwest Guardrail System stiffness transition with curb

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Civil Engineering Faculty Publications Civil Engineering 2016 Evaluation of the Midwest Guardrail System stiffness transition

AASHTO Manual for Assessing Safety Hardware, AASHTO/FHWA Joint Implementation Plan Standing Committee on Highways September 24, 2015

AASHTO Manual for Assessing Safety Hardware, 2015 AASHTO/FHWA Joint Implementation Plan Standing Committee on Highways September 24, 2015 Full Scale MASH Crash Tests (NCHRP 22-14(02)) Conducted several

MINIMUM EFFECTIVE LENGTH FOR THE MIDWEST GUARDRAIL SYSTEM

Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. 15-0484 MINIMUM EFFECTIVE LENGTH FOR THE MIDWEST GUARDRAIL SYSTEM

EXTENDING TL-2 SHORT-RADIUS GUARDRAIL TO LARGER RADII

Research Project Number TPF-5(193) Supplement 27 EXTENDING TL-2 SHORT-RADIUS GUARDRAIL TO LARGER RADII Submitted by Cody S. Stolle, Ph.D., E.I.T. Post-Doctoral Research Associate Robert W. Bielenberg,

Midwest Roadside Safety Facility

24" 609 Asphalt Impact 3/1 [1300] upstream from upstream end of permanent barrier B 166'-10 1/1 50853 25 Plan View 3/1 1300 3 813 Free-Standing Kansas Barriers Kansas Barrier With 2 Asphalt Stakes Per

DEFLECTION LIMITS FOR TEMPORARY CONCRETE BARRIERS

Midwest State s Regional Pooled Fund Research Program Fiscal Year 1998-1999 (Year 9) NDOR Research Project Number SPR-3(017) DEFLECTION LIMITS FOR TEMPORARY CONCRETE BARRIERS Submitted by Dean L. Sicking,

Illinois Safety Program IDOT District ATSSA Workshop

Illinois Safety Program IDOT District ATSSA Workshop Roadway Departure & MASH DRAFT IDOT Facilitator: Dave Piper ATSSA Facilitator: Jim Thonn 1 Illinois Emphasis Area Priority Pyramid 2 Fatalities and

Crash Testing Growth Common Roadside Hardware Systems Draft FHWA and AASHTO Requirements for Implementing MASH 2015

64 th Annual Illinois Traffic Safety and Engineering Conference October 14, 2015 Crash Testing Growth Common Roadside Hardware Systems Draft FHWA and AASHTO Requirements for Implementing MASH 2015 1 https://www.youtube.com/watch?feature

INCREASED SPAN LENGTH FOR THE MGS LONG-SPAN GUARDRAIL SYSTEM PART III: FAILURE ANALYSIS

Midwest States Pooled Fund Research Program Fiscal Years 2013 (Years 23) Research Project Number TPF-5(193) Supplement #56 NDOR Sponsoring Agency Code RPFP-13-MGS-3 INCREASED SPAN LENGTH FOR THE MGS LONG-SPAN

1962: HRCS Circular 482 one-page document, specified vehicle mass, impact speed, and approach angle for crash tests.

1 2 3 1962: HRCS Circular 482 one-page document, specified vehicle mass, impact speed, and approach angle for crash tests. 1973: NCHRP Report 153 16-page document, based on technical input from 70+ individuals

SAFETY PERFORMANCE OF WORK-ZONE DEVICES UNDER MASH TESTING

SAFETY PERFORMANCE OF WORK-ZONE DEVICES UNDER MASH TESTING Schmidt, Faller, Lechtenberg, Sicking, Holloway Midwest Roadside Safety Facility Nebraska Transportation Center University of Nebraska-Lincoln

Sponsored by Roadside Safety Research Program Pooled Fund Study

Proving Ground Report No. 405160-10 Report Date: August 2010 EVALUATION OF EXISTING T-INTERSECTION GUARDRAIL SYSTEMS FOR EQUIVALENCY WITH NCHRP REPORT 350 TL-2 TEST CONDITIONS by Akram Y. Abu-Odeh Associate

DEVELOPMENT OF A TRANSITION BETWEEN FREE-STANDING AND REDUCED-DEFLECTION PORTABLE CONCRETE BARRIERS PHASE I

Research Project Number TPF-5(193) Supplement #78 DEVELOPMENT OF A TRANSITION BETWEEN FREE-STANDING AND REDUCED-DEFLECTION PORTABLE CONCRETE BARRIERS PHASE I Submitted by Mojdeh Asadollahi Pajouh, Ph.D.

Research Project Number SPR-P1(13)M326 DEVELOPMENT OF A MASH TL-3 TRANSITION BETWEEN GUARDRAIL AND PORTABLE CONCRETE BARRIERS.

Research Project Number SPR-P1(13)M326 DEVELOPMENT OF A MASH TL-3 TRANSITION BETWEEN GUARDRAIL AND PORTABLE CONCRETE BARRIERS Submitted by David A. Gutierrez, B.S.C.E., E.I.T. Graduate Research Assistant

Update to NCHRP Report 350. Current Safety Issues

Workshop on the Update to NCHRP Report 350 and Current Safety Issues July 18 21, 2004 Sponsored by TRB COMMITTEE AFB20 ROADSIDE SAFETY DESIGN DoubleTree Hotel Overland Park-Corporate Woods 10100 College

MASH 2016 Implementation: What, When and Why

MASH 2016 Implementation: What, When and Why Roger P. Bligh, Ph.D., P.E. Senior Research Engineer Texas A&M Transportation Institute June 7, 2016 2016 Traffic Safety Conference College Station, Texas Outline

Cable-to-Post Attachments for Use in Non- Proprietary High-Tension Cable Median Barrier Phase II

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Nebraska Department of Transportation Research Reports Nebraska LTAP 3-24-2016 Cable-to-Post Attachments for Use in Non-

Midwest Roadside Safety Facility

22860 900" D D 914 36" 1000 39 3/8" SOIL AND TARMAC CUT-OUT CONCRETE TARMAC BRIDGE DECK B PLAN VIEW C A C 15 20 [3/4"] Deck Gap BRIDGE DECK A 3900 153 1/ Impact 30V 45720 1800" 34290 13" 11430 4" RAIL

Continued Development of a Non-Proprietary, High-Tension, Cable End Terminal System

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Nebraska Department of Transportation Research Reports Nebraska LTAP 4-29-2016 Continued Development of a Non-Proprietary,

Guardrail/Bridgerail Recommendations for Very Low Volume Local Roads in Kansas

Guardrail/Bridgerail Recommendations for Very Low Volume Local Roads in Kansas MINK Conference September 20, 2017 Ronald J. Seitz, P.E. and Tod Salfrank The Problem The Local Road System in Kansas is Very

INCREASED SPAN LENGTH FOR THE MGS LONG-SPAN GUARDRAIL SYSTEM

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Mechanical (and Materials) Engineering -- Dissertations, Theses, and Student Research Mechanical & Materials Engineering,

John Rohde, Ph.D., P.E. Associate Professor Department of Civil Engineering University of Nebraska-Lincoln

Report # MATC-UNL: 222 Final Report 25-1121-1-222 Development of a Socketed Foundation for Cable Barrier Posts - Phase I John Rohde, Ph.D., P.E. Associate Professor Department of Civil Engineering University

CRITICAL FLARE RATES FOR W-BEAM GUARDRAIL DETERMINING MAXIMUM CAPACITY USING COMPUTER SIMULATION NCHRP 17-20(3)

CRITICAL FLARE RATES FOR W-BEAM GUARDRAIL DETERMINING MAXIMUM CAPACITY USING COMPUTER SIMULATION NCHRP 17-2(3) Submitted by Beau D. Kuipers, B.S.M.E., E.I.T. Graduate Research Assistant Ronald K. Faller,

Guide Rail Safety Symposium

Ministry of Transportation Guide Rail Safety Symposium MTO Provincial Roadside Safety Update Mark C. Ayton, P. Eng. Senior Engineer, Highway Design MTO Highway Standards Branch MTO Provincial Roadside

Analysis of Existing Work-Zone Sign Supports Using Manual for Assessing Safety Hardware Safety Performance Criteria

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Civil Engineering Faculty Publications Civil Engineering 2011 Analysis of Existing Work-Zone Sign Supports Using Manual

SUMMARY CHANGES FOR NCHRP REPORT 350 GUIDELINES [NCHRP (02)] Keith A. Cota, Chairman Technical Committee on Roadside Safety June 14, 2007

SUMMARY CHANGES FOR NCHRP REPORT 350 GUIDELINES [NCHRP 22-14 (02)] Keith A. Cota, Chairman Technical Committee on Roadside Safety June 14, 2007 BACKGROUND Circular 482 (1962) First full scale crash test

TEST MATRICES FOR EVALUATING CABLE MEDIAN BARRIERS PLACED IN V-DITCHES

Midwest States Regional Pooled Fund Research Program Fiscal Year 2012 (Year 22) Research Project Number TPF-5(193) Supplement #44 NDOR Sponsoring Agency Code RPFP-12-CABLE1&2 TEST MATRICES FOR EVALUATING

PR V2. Submitted by. Professor MIDWEST Vine Street (402) Submitted to

FINAL REPORT PR4893118-V2 ZONE OF INTRUSION STUDY Submitted by John D. Reid, Ph.D. Professor Dean L.. Sicking, Ph.D., P.E. Professorr and MwRSF Director MIDWEST ROADSIDE SAFETY FACILITY University of Nebraska-Lincoln

July 17, In Reply Refer To: HSSD/B-176A

July 17, 2008 1200 New Jersey Avenue, SE. Washington, DC 20590 In Reply Refer To: HSSD/B-176A Mr. John Addy Hill & Smith Springvale Business and Industrial Park Bliston, Wolverhampton, West Midlands, UK,

VULCAN BARRIER TL-3 GENERAL SPECIFICATIONS

VULCAN BARRIER TL-3 GENERAL SPECIFICATIONS I. GENERAL A. The VULCAN BARRIER TL-3 (VULCAN TL-3) shall be a highly portable and crashworthy longitudinal barrier especially suited for use as a temporary barrier

June 27, In Reply Refer To: HSSD/B-176

June 27, 2008 1200 New Jersey Avenue, SE. Washington, DC 20590 In Reply Refer To: HSSD/B-176 Mr. John Addy Hill & Smith Springvale Business and Industrial Park Bliston, Wolverhampton, West Midlands, UK,

METAL BEAM GUARDFENCE TRANSITION AND END TREATMENT IDENTIFICATION GUIDE

2016 TxDOT Design Division METAL BEAM GUARDFENCE TRANSITION AND END TREATMENT IDENTIFICATION GUIDE A guide to help TxDOT employees identify metal beam guardfence transitions and end treatments for the

MASH TEST 3-10 ON 31-INCH W-BEAM GUARDRAIL WITH STANDARD OFFSET BLOCKS

TTI: 9-1002 MASH TEST 3-10 ON 31-INCH W-BEAM GUARDRAIL WITH STANDARD OFFSET BLOCKS ISO 17025 Laboratory Testing Certificate # 2821.01 Crash testing performed at: TTI Proving Ground 3100 SH 47, Building

Advances in Simulating Corrugated Beam Barriers under Vehicular Impact

13 th International LS-DYNA Users Conference Session: Automotive Advances in Simulating Corrugated Beam Barriers under Vehicular Impact Akram Abu-Odeh Texas A&M Transportation Institute Abstract W-beam

Evaluating The Relevancy Of Current Crash Test Guidelines For Roadside Safety Barriers On High Speed Roads

Evaluating The Relevancy Of Current Crash Test Guidelines For Roadside Safety Barriers On High Speed Roads Connie Xavier Dominique Lord Chiara Dobrovolny Roger Bligh TRB 1 st International Roadside Safety

Real-World Performance of Longitudinal Barriers Struck by Large Trucks

Bucknell University Bucknell Digital Commons Faculty Journal Articles Faculty Scholarship 2012 Real-World Performance of Longitudinal Barriers Struck by Large Trucks Doug Gabauer Bucknell University, dg027@bucknell.edu

CABLE BARRIER LITERATURE REVIEW

CABLE BARRIER LITERATURE REVIEW Submitted by Brain A. Coon, M.S.C.E., P.E. Graduate Research Assistant Ronald K. Faller, Ph.D., P.E. Research Assistant Professor John D. Reid, Ph.D. Associate Professor

PERFORMANCE EVALUATION OF THE MODIFIED G4(1S) GUARDRAIL UPDATE TO NCHRP 350 TEST NO WITH 28" C.G. HEIGHT (2214WB-2)

PERFORMANCE EVALUATION OF THE MODIFIED G4(1S) GUARDRAIL UPDATE TO NCHRP 350 TEST NO. 3-11 WITH 28" C.G. HEIGHT (2214WB-2) Submitted by Karla A. Polivka, M.S.M.E., E.I.T. Research Associate Engineer Dean

Roadside Safety MASH

Ministry of Transportation MEA 2016 ANNUAL WORKSHOP AND GENERAL MEETING Roadside Safety MASH MTO Design & Contract Standards Office Highway Standards Branch November 24, 2016 Roadside Safety - MASH Highway

D-25 Speed Advisory System

Report Title Report Date: 2002 D-25 Speed Advisory System Principle Investigator Name Pesti, Geza Affiliation Texas Transportation Institute Address CE/TTI, Room 405-H 3135 TAMU College Station, TX 77843-3135

NTC. Cable Median Barrier Failure Analysis and Prevention

Nebraska Transportation Center Report # TRP-03-275-12 Final Report 25-1121-0001-428 Cable Median Barrier Failure Analysis and Prevention Dean L. Sicking, Ph.D., P.E. Professor Department of Civil Engineering

Evaluation and Design of ODOT s Type 5 Guardrail with Tubular Backup

Evaluation and Design of ODOT s Type 5 Guardrail with Tubular Backup Draft Final Report Chuck A. Plaxico, Ph.D. James C. Kennedy, Jr., Ph.D. Charles R. Miele, P.E. for the Ohio Department of Transportation

TEXAS TRANSPORTATION INSTITUTE THE TEXAS A & M UNIVERSITY SYSTEM COLLEGE STATION, TEXAS 77843

NCHRP REPORT 350 ASSESSMENT OF EXISTING ROADSIDE SAFETY HARDWARE by C. Eugene Buth, P.E. Senior Research Engineer Wanda L. Menges Associate Research Specialist and Sandra K. Schoeneman Research Associate

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (15-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual

DISTRIBUTION: Electronic Recipients List MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards Unit ISSUED BY: Office of Project Management and Technical Support TRANSMITTAL LETTER NO.

LS-DYNA MODELING ENHANCEMENT SUPPORT

Midwest States Pooled Fund Research Program Fiscal Year 2016 (Year 26) Research Project Number TPF-5(193) Supplement #99 NDOR Sponsoring Agency Code RPFP-16-LSDYNA LS-DYNA MODELING ENHANCEMENT SUPPORT

OPPORTUNITIES FOR REDUCTION OF FATALITIES IN VEHICLE-GUARDRAIL COLLISIONS

OPPORTUNITIES FOR REDUCTION OF FATALITIES IN VEHICLE-GUARDRAIL COLLISIONS Hampton C. Gabler Douglas J. Gabauer Virginia Tech Center for Injury Biomechanics Blacksburg, VA ABSTRACT In the United States

Sponsored by Roadside Safety Research Program Pooled Fund Study No. TPF-5(114)

Proving Ground Test Report No. 405160-23-2 Test Report Date: February 2012 MASH TEST 3-11 OF THE W-BEAM GUARDRAIL ON LOW-FILL BOX CULVERT by William F. Williams, P.E. Associate Research Engineer and Wanda

December 12, Dear Secretary Foxx:

Chair Pete White City Councilmember Vice-Chair Jay Adams Mustang Mayor Secretary/Treasurer Matt Dukes Midwest City Mayor association of central oklahoma governments Executive Director John G. Johnson December

EVALUATING THE RELEVANCY OF CURRENT CRASH TEST GUIDELINES FOR ROADSIDE SAFETY BARRIERS ON HIGH SPEED ROADS

EVALUATING THE RELEVANCY OF CURRENT CRASH TEST GUIDELINES FOR ROADSIDE SAFETY BARRIERS ON HIGH SPEED ROADS CONNIE XAVIER DOMINIQUE LORD, PH.D. Zachry Department of Civil Engineering, Texas A&M University

PERFORMANCE EVALUATION OF THE PERMANENT NEW JERSEY SAFETY SHAPE BARRIER UPDATE TO NCHRP 350 TEST NO (2214NJ-2)

PERFORMANCE EVALUATION OF THE PERMANENT NEW JERSEY SAFETY SHAPE BARRIER UPDATE TO NCHRP 350 TEST NO. 4-12 (2214NJ-2) Submitted by Karla A. Polivka, M.S.M.E., E.I.T. Research Associate Engineer Dean L.

VULCAN BARRIER TL-3 GENERAL SPECIFICATIONS

VULCAN BARRIER TL-3 GENERAL SPECIFICATIONS I. GENERAL A. The VULCAN BARRIER TL-3 (VULCAN TL-3) shall be a highly portable and crashworthy longitudinal barrier especially suited for use as a temporary barrier

Studying the Effect of Caster Angle on Wheel Parameters by Dynamic Analysis Using ADAMS CAR Software

IJSRD - International Journal for Scientific Research & Development Vol. 5, Issue 04, 2017 ISSN (online): 2321-0613 Studying the Effect of Caster Angle on Wheel Parameters by Dynamic Analysis Using ADAMS

Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria

Midwest States Regional Pooled Fund Research Program Fiscal Year 2004-2005 (Year 15) Research Project Number SPR-3(017) NDOR Sponsoring Agency Code RPFP-05-01 Development of a TL-5 Vertical Faced Median

Florida s Turnpike Enterprise High Tension Median Cable Barrier Pilot Project. William H. Cook, P.E. Florida s Turnpike Assistant Roadway Engineer

Florida s Turnpike Enterprise High Tension Median Cable Barrier Pilot Project William H. Cook, P.E. Florida s Turnpike Assistant Roadway Engineer Florida Turnpike Enterprise Miami (MP 0) to Wildwood (MP

High Tension Cable Barrier

High Tension Cable Barrier (and Rumble Strips) Practices & Guidelines 2017 Tri-Party Transportation Conference Red Deer, Alberta Hal Cook, P. Eng. Design, Project Management and Training Section Technical

Technical Report Documentation Page 2. Government Accession No. 3. Recipient's Catalog No. 1. Report No. FHWA/TX-09/

1. Report No. FHWA/TX-09/0-6071-1 4. Title and Subtitle ANALYSIS OF ROADSIDE SAFETY DEVICES FOR USE ON VERY HIGH-SPEED ROADWAYS Technical Report Documentation Page 2. Government Accession No. 3. Recipient's

Manual for Assessing Safety Hardware

American Association of State Highway and Transportation Officials Manual for Assessing Safety Hardware 2009 vii PREFACE Effective traffic barrier systems, end treatments, crash cushions, breakaway devices,

Improving Roadside Safety by Computer Simulation

A2A04:Committee on Roadside Safety Features Chairman: John F. Carney, III, Worcester Polytechnic Institute Improving Roadside Safety by Computer Simulation DEAN L. SICKING, University of Nebraska, Lincoln

PERFORMANCE EVALUATION OF THE FREE-STANDING TEMPORARY BARRIER UPDATE TO NCHRP 350 TEST NO WITH 28" C.G. HEIGHT (2214TB-2)

PERFORMANCE EVALUATION OF THE FREE-STANDING TEMPORARY BARRIER UPDATE TO NCHRP 350 TEST NO. 3-11 WITH 28" C.G. HEIGHT (2214TB-2) Submitted by Karla A. Polivka, M.S.M.E., E.I.T. Research Associate Engineer

A MASH Compliant W-Beam Median Guardrail System

0 0 0 0 0 A MASH Compliant W-Beam Median Guardrail System By A. Y. Abu-Odeh, R. P. Bligh, W. Odell, A. Meza, and W. L. Menges Submitted: July 0, 0 Word Count:, + ( figures + tables=,000) =, words Authors:

PERFORMANCE EVALUATION OF THE FREE-STANDING TEMPORARY BARRIER UPDATE TO NCHRP 350 TEST NO (2214TB-1)

PERFORMANCE EVALUATION OF THE FREE-STANDING TEMPORARY BARRIER UPDATE TO NCHRP 350 TEST NO. 3-11 (2214TB-1) Submitted by Karla A. Polivka, M.S.M.E., E.I.T. Research Associate Engineer Dean L. Sicking, Ph.D.,

TRACC. Trinity Attenuating Crash Cushion

TRACC Trinity Attenuating Crash Cushion CSP Pacific Business Unit of Fletcher Concrete & Infrastructure Limited 306 Neilson Street Onehunga, Auckland Phone: (09) 634 1239 or 0800 655 200 Fax: (09) 634

Assessing Options for Improving Roadside Barrier Crashworthiness

13 th International LS-DYNA Users Conference Session: Simulation Assessing Options for Improving Roadside Barrier Crashworthiness D. Marzougui, C.D. Kan, and K.S. Opiela Center for Collision Safety and

Schedule 18 (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES

Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION

Development of a Heavy Containment Level Bridge Rail for Istanbul

Original Article Abstract The international highways within the city limits of Istanbul are used to transit more than 15 million trucks and other heavy good vehicles per year. According to the statistics,

Correlation of Occupant Evaluation Index on Vehicle-occupant-guardrail Impact System Guo-sheng ZHANG, Hong-li LIU and Zhi-sheng DONG

07 nd International Conference on Computer, Mechatronics and Electronic Engineering (CMEE 07) ISBN: 978--60595-53- Correlation of Occupant Evaluation Index on Vehicle-occupant-guardrail Impact System Guo-sheng

For Sales & Information, Call Toll Free: (888)

Outline Dimensions Serial Number (2) 0.28" (7.1 mm) 0.56" (14 mm) 10.0" (254 mm) 2.87" (72.9 mm) (19 mm) 0.19"(4.8 mm) thick Enclosure 12.25" (311 mm) 13.75" (349 mm) 2.75" (69.9 mm) (19 mm) 6.50" (165

MASH TEST 3-21 ON TL-3 THRIE BEAM TRANSITION WITHOUT CURB

TTI: 9-1002-12 MASH TEST 3-21 ON TL-3 THRIE BEAM TRANSITION WITHOUT CURB ISO 17025 Laboratory Testing Certificate # 2821.01 Crash testing performed at: TTI Proving Ground 3100 SH 47, Building 7091 Bryan,

Published in: Transactions of Tianjin University. DOI: /s Link to publication in the UWA Research Repository

Numerical simulations of the performance of steel guardrails under vehicle impact Hao, H., Deeks, A., & Wu, C. (2008). Numerical simulations of the performance of steel guardrails under vehicle impact.

Washington Metropolitan Area Transit Authority

Washington Metropolitan Area Transit Authority BUS PROCUREMENT PROGRAM REPROGRAMMING OF FUNDING P D E C PLANNING DEVELOPMENT ENGINEERING CONSTRUCTION Presented to the Board of Directors: Budget Committee

Development of a Slotted-Rail Breakaway Cable Terminal

TRANSPORTATION RESEA RCH RECORD 1233 65 Development of a Slotted-Rail Breakaway Cable Terminal DEAN L. SICKING, ASIF B. QuRESHY, AND HAYES E. Ross, JR. Development of the Slotted-Rail Breakaway Cable Terminal

PN SoftStop. Revision A June End Terminal. Product Description Assembly Manual

PN 620237 SoftStop End Terminal Product Description Assembly Manual SoftStop End Terminal Product Description Assembly Manual 2525 Stemmons Freeway Dallas, Texas 75207 Important: This Manual is to be used

June 5, In Reply Refer To: HSSD/B-178. Mr. Kevin K. Groeneweg Mobile Barriers LLC Genesee Trail Road Golden, CO Dear Mr.

June 5, 2008 1200 New Jersey Avenue, SE. Washington, DC 20590 In Reply Refer To: HSSD/B-178 Mr. Kevin K. Groeneweg Mobile Barriers LLC 24918 Genesee Trail Road Golden, CO 80401 Dear Mr. Groeneweg: This

COMPARISON OF THE IMPACT PERFORMANCE OF THE G4(1W) AND G4(2W) GUARDRAIL SYSTEMS UNDER NCHRP REPORT 350 TEST 3-11 CONDITIONS

Paper No. 00-0525 COMPARISON OF THE IMPACT PERFORMANCE OF THE G4(1W) AND G4(2W) GUARDRAIL SYSTEMS UNDER NCHRP REPORT 350 TEST 3-11 CONDITIONS by Chuck A. Plaxico Associate Research Engineer Worcester Polytechnic

Midwest Roadside Safety Facility

60960 10 9 7* 6* 5* 4* 3* 2 1 Elevation View Bridge Pit 3214.3 6197.6 A 304. A 1300.2 25 TRAFFIC SIDE Sections 1 and 10 only anchored into concrete pad with 9 A36 25.4 x 394mm long unthreaded steel rods

STANDARD PIPE CLAMP FIG. 520 & 521

Designed to be used in the suspension of non-insulated pipe lines. Normally used in conjunction with Fig. 35 weldless eye nut, Fig. 50 eye rod or Fig. 55 welded eye rod to allow flexibility at the rod

High barriers Recognized by UL and cul Self-extinguishing materials Nonferrous material Corrosion-resistant nickel finish Safety-grip handle A complete line of switches is available for meter, relay, instrument,

Pendulum Testing as a Means of Assessing the Crash Performance of Longitudinal Barrier with Minor Damage

Bucknell University Bucknell Digital Commons Faculty Journal Articles Faculty Scholarship 11-2010 Pendulum Testing as a Means of Assessing the Crash Performance of Longitudinal Barrier with Minor Damage

FREQUENTLY ASKED QUESTIONS

THE PROJECT Last updated on 9/8/16 FREQUENTLY ASKED QUESTIONS What s happening on Highway 169? The Minnesota Department of Transportation (MnDOT) is planning to rebuild and repair the infrastructure on

Maine Turnpike Authority

Company Name Total Bid Amount Liddell Brothers, Inc. - Halifax, MA $1,590,213.00 Northeast Traffic Control Services, Inc. - Plymouth, MA $1,932,117.00 Page 1 of 5 Liddell Brothers, Inc. Halifax, MA 202.2061

SMART CUSHION INNOVATIONS

SMART CUSHION The World s Only Speed-Dependent Crash Attenuators SMART CUSHION INNOVATIONS MASH AND NCHRP 350 APPROVED The only attenuator that is tested to MASH and NCHRP 350 Marketed and Distributed

Lee County DOT Traffic Section Design Standard for Sign Installation

Lee County DOT Traffic Section Design Standard for Sign Installation Traffic Section Table Of Contents Section Title 1. Sign Panel Material 2. Sign Shape 3. Posts 4. Fasteners 5. Retro reflectivity and

CONTRACT AWARD INFORMATION

COUNTY OF DUTCHESS DIVISION OF CENTRAL SERVICES Contract Administration CONTRACT AWARD INFORMATION Title: Bid No: Contract Period: Authorized Users: Guide Rail & Accessories, Drain Grates and Sign, Delineator

November 16, 1998 Refer to: HNG-14. Mr. David Allardyce Mechanical Engineer B&B Electromatic Main Street Norwood, Louisiana 70761

November 16, 1998 Refer to: HNG-14 Mr. David Allardyce Mechanical Engineer B&B Electromatic 14113 Main Street Norwood, Louisiana 70761 Dear Mr. Allardyce: In your August 31 letter, you presented some preliminary

Crash Performance of Strong-Post W-Beam Guardrail with Missing Blockouts Carolyn E. Hampton and Hampton C. Gabler

Crash Performance of Strong-Post W-Beam Guardrail with Missing Blockouts Carolyn E. Hampton and Hampton C. Gabler Virginia Tech Center for Injury Biomechanics, Blacksburg VA 24061 Abstract Missing blockouts

tested noise barrier system for bridges

_ ARMTEC.COM noise control / ACRYLITE soundstop ACRYLITE soundstop TL-4 SYSTEM PRODUCT GUIDE lightweight, Crash tested noise barrier system for bridges and elevated roadway applications Safest Noise Barrier

TO BE USED FOR MAINTENANCE MICHIGAN DEPARTMENT OF TRANSPORTATION. 2 3/16" x 2 3/16" x 10 Ga. 12" 15.5" 1 1/2" x 1 1/2" x 12 Ga.

2 3/16" x 2 3/16" x 10 Ga. TOP VIEW 18" 1" 7/16" Hole 1 1/2" x 1 1/2" x 12 Ga. two sides only steel tubing 1 1/2" x 1 1/2" x 12 Ga. @ 18" long steel angle 15.5" 12" TRAFFIC 3/8" Hex head grade 5 steel

safedirection.com.au Ref: PM 017/02

DISTRIBUTOR 0 Product Manual Ref: PM 017/02 Table of Contents 1.0 Introduction... 3 2.0 The... 3 3.0 How the Functions... 4 4.0 Crash Test Performance... 4 5.0 Characteristics of Terminals... 5 5.1 Gating

Median Barriers in North Carolina

Median Barriers in North Carolina AASHTO Subcommittee on Design - 2006 June 13-16, 2006 Jay A. Bennett North Carolina DOT State Roadway Design Engineer Brian Murphy, PE Traffic Safety Engineer Safety Evaluation

BarrierGate. General Specifications. Manual Operations General Specifications

BarrierGate General Specifications Manual Operations General Specifications BarrierGate GENERAL SPECIFICATIONS I. GENERAL A. The BarrierGate system (the gate) shall be designed and manufactured by Energy

Wentzville Parkway South Phase 2 & 2A

Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total

Status of Research Work of EEVC WG 15 Compatibility Between Cars

Informal dovument No. GRSP-34-21 (34 th GRSP, 8-12 December 2003, Agenda item A.6.) EEVC WG 15, Compatibility Between Cars Status of Research Work of EEVC WG 15 Compatibility Between Cars Eberhard Faerber