| Title | Report Number | Author(s) | Date |
|---|---|---|---|
| Evaluation of Allowable Taper Rates of Freestanding Single-Slope Concrete Barriers | 0-7086-R2 | R.P. Bligh, S. Cakalli, N.M. Sheikh, W.J. Schroeder, D.L. Kuhn | August 2023 |
| Design and MASH TL-3 Evaluation of Surface Mounted Median Guardrail | 0-7052-R1 | N.M. Sheikh, R.P. Bligh, W.J. Schroeder, D.L. Kuhn | April 2022 |
| Develop Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers - Volume 2: Crash Report | 0-7059-R1-Vol2 | C. Silvestri Dobrovolny, W.J. Schroeder, D.L. Kuhn | July 2022 |
| MASH TL-4 Evaluation of the TxDOT Type C2P Bridge Rail | 9-1002-15-2 Rev.1 | W.F. Williams, R.P. Bligh, W.L. Menges, D.L. Kuhn | June 2022 |
| Development of Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers - Volume 1: Technical Report | 0-7059-R1-Vol1 | C. Silvestri Dobrovolny, S. Bhutani, A. Zalani, R.P. Bligh, S. Hurlebaus, H.S. Aldahlki, W.J. Schroeder, D.L. Kuhn | September 2022 |
| 0-7059: Development of Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers | 0-7059-PSR | C. Silvestri Dobrovolny, S. Bhutani, A. Zalani, R.P. Bligh, S. Hurlebaus, H.S. Aldahlki, W. Schroeder, D.L. Kuhn | September 2022 |
| MASH Test 3-11 on W-Beam Guardrail with Rectangular Wood Posts in Concrete Mow Strip | 690900-AFP2 | S.M. Moran, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. Kuhn | August 2021 |
| MASH Test 3-21 Evaluation of Short W-Beam Transition | 613121-01-1 | M. Kiani, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. Kuhn | August 2021 |
| MASH TL-4 Evaluation of the Flared Cast-In-Place Concrete Barrier | 611901-06 | C. Silvestri Dobrovolny, M. Kiani, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. Kuhn | August 2021 |
| MASH TL-4 Crash Testing of Bicycle Railing on a Constant Slope Parapet | 616221-01 | M. Kiani, S. Moran, W.J. Schroeder, D.L. Kuhn | December 2021 |
| MASH TL-3 Transition Between Median Guardrail and Median Concrete Barrier | 0-6990-R1 | A. Abuodeh, N.D. Schulz, M. Kiani, A.L. Sheil, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. Kuhn | June 2021 |
| Development of Modified TxDOT Single-Post Skid-Mounted Sign Support | 0-6968-R3 | R.P. Bligh, Nathan D. Schulz, W.L. Menges, W. Schroeder, Darrell L. Kuhn | June 2021 |
| Development and Evaluation of MASH TL-4 Guardrail System | 0-7019-R1 | N.M. Sheikh, R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. Kuhn | May 2021 |
| MASH Test 3-11 on F-Shape Portable Concrete Barrier with X-Bolt Connection | 0-7086-R1 | R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. Kuhn | October 2021 |
| Development and MASH TL-4 Evaluation of TxDOT Large-Scupper Median Barrier for Flood-Prone Areas | 0-6976-R1 | C. Silvestri Dobrovolny, J.C. Kovar, R.P. Bligh, B. Johnson, M.E. Barrett, B. Klenzendorf, G. Hendrickson, W.L. Menges, W.J. Schroeder, D.L. Kuhn | October 2021 |
| MASH Test 5-12 Evaluation of TxDOT T80SS Barrier with Soundwall | 0-7086-R4 | R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. Kuhn | September 2021 |
| MASH Test 4-12 on T2P Retrofit Bridge Rail | 0-7086-R5 | W.F. Williams, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. Kuhn | September 2021 |
| MASH Test 4-12 of Shallow Anchorage Single Slope Traffic Rail (SSTR) | 0-6968-R10 | S.M. Moran, R.P. Bligh, W.L. Menges, W.J. Schroeder, D.L. Kuhn | December 2020 |
| Development of MASH TL-3 Transitions for Cast in Place Concrete Barriers | 0-6968-R8 | N.M. Sheikh, S.M. Moran, S. Cakalli, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. Kuhn | June 2020 |
| MASH Evaluation of TxDOT Roadside Safety Features -- Phase III | 0-6946-R3 | R.P. Bligh, W.L. Menges, B.L. Griffith, G.E. Schroeder, D.L. Kuhn | May 2020 |
| Development of Structurally Independent Foundations for 36-Inch Tall Single Slope Traffic Rail (SSTR) for MASH TL-4 | 0-6968-R7 | N.M. Sheikh, R.P. Bligh, J.C. Kovar, S. Cakalli, W.L. Menges, G.E. Schroeder, D.L. Kuhn | October 2020 |
| MASH Test 3-11 Evaluation of TxDOT W-Beam Guardrail With 7 1/2-Inch Diameter Round Wood Posts in Concrete Mow Strip | 0-6968-R2 | S.M. Moran, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. Kuhn | October 2020 |
| MASH TL-3 Evaluation of Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure | 0-6954-R1 | W.F. Williams, A. Abuodeh, M. Kiani, M.M. Martinez, S.M. Moran, W.L. Menges, G.E. Schroeder, B.L. Griffith | October 2020 |
| Establishing Comprehensive Manual on Assessing Safety Hardware (MASH) Compliance for Roadside Safety Systems in Texas | 0-6946-PSR | R.P. Bligh, B.L. Griffith, D.L. Kuhn | October 2020 |
| MASH TL-3 Evaluation of TxDOT Extra-Large Mailboxes | 0-6968-R9 | C.S. Dobrovolny, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. Kuhn | October 2020 |
| Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure | 0-6954-PSR | W.F. Williams, A. Abuodeh, M. Kiani, M.M. Martinez, S.M. Moran, W.L. Menges, G.E. Schroeder, B.L. Griffith | October 2020 |
| Crash Test and Evaluation of TL-2 Short Radius Guardrail Treatment | 0-6913-R1 | A. Abuodeh, N. de la Fuente, W.L. Menges, D.L. Kuhn | April 2019 |
| Development and MASH TL-4 Evaluation of TxDOT Rubber Mounted Single Slope Barrier | 0-6895-R1 | A. Abuodeh, M.S. Brackin, N.D. Schulz, J.C. Kovar, R. Ferron, S. Ahsan, M. Rung, W.L. Menges, D.L. Kuhn | April 2019 |
| MASH Test 3-11 Evaluation of Modified TxDOT Round Wood Post Guardrail System | 0-6968-R4 | J.C. Kovar, R.P. Bligh, B.L. Griffith, D.L. Kuhn, G.E. Schroeder | June 2019 |
| MASH TL-4 Testing and Evaluation of Free-Standing Single Slope Concrete Barrier with Cross-Bolt Connection | 0-6968-R5 | N.M. Sheikh, R.P. Bligh, W.L. Menges, D.L. Kuhn, G.E. Schroeder | June 2019 |
| Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders | 0-6968-R6 | C. Silvestri Dobrovolny, S. Shi, J.C. Kovar, R.P. Bligh, D.L. Kuhn, B.L. Griffith | June 2019 |
| MASH Evaluation of TxDOT Roadside Safety Features -- Phase II | 0-6946-R2 | R.P. Bligh, W.L. Menges, B.L. Griffith, G.E. Schroeder, D.L. Kuhn | March 2019 |
| Analysis of 54-Inch Tall Single-Slope Concrete Barrier on a Structurally Independent Foundation | 0-6948-R1 | N.M. Sheikh, J.C. Kovar, S. Cakalli, W.L. Menges, G.E. Schroeder, D.L. Kuhn | September 2019 |
| Crash Testing and Evaluation of the TxDOT Short-Span Short-Radius Guardrail System | 9-1002-15-9 | A. Abuodeh, C.A. Mitchell, R.P. Bligh, W.L. Menges, D.L. Kuhn | January 2018 |
| MASH Evaluation of TxDOT Roadside Safety Features - Phase I | 0-6946-1 | R.P. Bligh, W.L. Menges, D.L. Kuhn | January 2018 |
| Crash Test and Evaluation of the TxDOT T224 Bridge Rail | 9-1002-15-5 | W.F. Williams, R.P. Bligh, W.L. Menges, D.L. Kuhn | January 2018 |
| Crash Test and Evaluation of Restrained Safety-Shape Concrete Barriers on Concrete Bridge Deck | 9-1002-15-3 | W.F. Williams, N.M. Sheikh, W.L. Menges, D.L. Kuhn, R.P. Bligh | January 2018 |
| MASH TL-3 Evaluation of the TxDOT TL-3 Low-Profile Barrier for High Speed Applications | 0-6968-R1 | C. Silvestri Dobrovolny, S. Shi, R.P. Bligh, W.L. Menges, D.L. Kuhn | September 2018 |
| Optimization of Thrie Beam Terminal End Shoe Connection | 9-1002-15-6 | A. Abuodeh, C.A. Smith, W.L. Menges, D.L. Kuhn | April 2017 |
| Crash Testing and Evaluation of Multiple Mailbox Supports for Use with Locking Architectural Mailboxes | Test Report 9-1002-15-7 | C. Silvestri Dobrovolny, R.P. Bligh, W.L. Menges | February 2017 |
| MASH Evaluation of TxDOT High-Mounting-Height Temporary Work Zone Sign Support System | 9-1002-15-8 | C.S. Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. Menges, D.L. Kuhn | February 2017 |
| MASH TEST 3-11 of the TxDOT T222 Bridge Rail | 9-1002-12-13 | W.F. Williams, R.P. Bligh, W.L. Menges | July 2016 |
| Crash Test and Evaluation of 3-ft Mounting Height Sign Support System | 9-1002-15-1 | N.M. Sheikh, R.P. Bligh, W.L. Menges, D.L. Kuhn | July 2016 |
| Crash Test and Evaluation of Temporary Wood Sign Support System for Large Guide Signs | 9-1002-15-4 | D.R. Arrington, R.P. Bligh, W.L. Menges, D.L. Kuhn | July 2016 |
| MASH TL-3 Crash Testing and Evaluation of the TxDOT T631 Bridge Rail | 9-1002-12-12 | W.F. Williams, R.P. Bligh, W.L. Menges, D.L. Kuhn | July 2016 |
| Development of Delineator Testing Standard | 0-6772-1 | D.R. Arrington, L. Theiss, R.A. Zimmer, W.L. Menges | February 2015 |
| Crash Test and MASH TL-3 Evaluation of the TxDOT Short Radius Guardrail | 0-6711-1 | A. Abuodeh, K.M. McCaskey, R.P. Bligh, W.L. Menges, D.L. Kuhn | March 2015 |
| Crash Test and Evaluation of The TxDOT T631 Bridge Rail | 9-1002-12-10 | W.F. Williams, R.P. Bligh, W.L. Menges, D.L. Kuhn | January 2014 |
| Development and Evaluation of a MASH TL-3 31-Inch W-Beam Median Barrier | 9-1002-12-8 | A. Abuodeh, R.P. Bligh, M.L. Mason, W.L. Menges | January 2014 |
| Transition for Anchored Temporary Concrete Barrier System in Asphalt Pavement - Phase II | 601651-1 | C. Silvestri Dobrovolny, N.M. Sheikh, W.L. Menges | June 2014 |
| Temporary Large Guide Signs | 0-6782-1 | R.P. Bligh, D.R. Arrington, W.L. Menges | May 2014 |
| Skid-Mounted Support System for Temporary Guide Signs | 0-6782-2 | R.P. Bligh, D.R. Arrington, W.L. Menges, D.L. Kuhn | November 2014 |
| Crash Test and Evaluation of Locking Architectural Mailboxes | 9-1002-12-9 | R.P. Bligh, W.L. Menges, D.L. Kuhn | September 2014 |
| Development of Design Standards for Mounting Temporary Large Guide Signs | 0-6782-S | R.P. Bligh, D.R. Arrington, W.L. Menges, D.L. Kuhn | 2014 |
| MASH Full-Scale Crash Testing of 4-ft Mounting Height, 24"x30" Chevron Sign Installed on 5.5H:1V Slope Ditch | 9-1002-12-6 | C. Silvestri Dobrovolny, R.P. Bligh, W.L. Menges | April 2013 |
| Signs on Concrete Median Barriers | 0-6646-1 | A. Abuodeh, W.F. Williams, M. Ferdous, M.T. Spencer, R.P. Bligh, W.L. Menges | April 2013 |
| MASH Test 3-21 on TL-3 Thrie Beam Transition Without Curb | 9-1002-12-3 | D.R. Arrington, R.P. Bligh, W.L. Menges | July 2013 |
| MASH TL-3 Testing and Evaluation of the TxDOT T131RC Bridge Rail Transition | 9-1002-12-4 | W.F. Williams, R.P. Bligh, W.L. Menges | March 2013 |
| Development and MASH Full-Scale Crash Testing of a High-Mounting-Height Temporary Single Sign Support with Aluminum Sign | 9-1002-12-5 | C.S. Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. Menges | March 2013 |
| Development and Testing of a Non-Pinned Low-Profile End Treatment | 9-1002-12-7 | W.L. Beason, M.S. Brackin, R.P. Bligh, W.L. Menges | October 2013 |
| Crash Testing and Evaluation of the 12 ft Pinned F-Shape Temporary Barrier | 405160-3-1 | N.M. Sheikh, R.P. Bligh, W.L. Menges | April 2012 |
| Development Guidance for Sign Design Standards | 0-6363-1 | C. Silvestri Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. Menges | February 2012 |
| Development and Testing of Anchored Temporary Concrete Barrier for Use on Asphalt | 405160-00025 | N.M. Sheikh, W.L. Menges | May 2012 |
| MASH Test 3-11 on the T131RC Bridge Rail | 9-1002-12-1 | W.F. Williams, R.P. Bligh, W.L. Menges | October 2012 |
| MASH TL-3 Testing and Evaluation of a Steel Bridge Rail with Pickets | 9-1002-12-2 | W.F. Williams, R.P. Bligh, W.L. Menges | October 2012 |
| Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-P2 | C.E. Buth, M.S. Brackin, L.S. Chatham, D.L. Bullard, R.R. Reagan, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abuodeh, W.L. Menges | April 2011 |
| Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails | 9-1002-5 | N.M. Sheikh, R.P. Bligh, W.L. Menges | December 2011 |
| MASH Test 3-37 of the TxDOT 31-Inch W-Beam Downstream Anchor Terminal | 9-1002-6 | D.R. Arrington, R.P. Bligh, W.L. Menges | December 2011 |
| Development of a MASH TL-2 Guardrail-to-Bridge Rail Transition Compatible with 31-inch Guardrail | 9-1002-8 | R.P. Bligh, D.R. Arrington, W.L. Menges | December 2011 |
| MASH Test 3-11 on the 5-Inch Cast In Place Deck Barrier Anchors | 9-1002-7 | D.R. Arrington, R.P. Bligh, W.L. Menges | December 2011 |
| MASH Test 3-11 of the TXDOT Portable Type 2 PCTB with Sign Support Assembly | 0-6143-1 | W.F. Williams, W.L. Menges | January 2011 |
| Development of a MASH TL-3 Median Barrier Gate | 9-1002-2 | R.P. Bligh, D.R. Arrington, C. Silvestri Dobrovolny, W.L. Menges | June 2011 |
| Mash Test 3-11 of the TxDOT Single Slope Bridge Rail (Type SSTR) on Pan-Formed Bridge Deck | 9-1002-3 | W.F. Williams, R.P. Bligh, W.L. Menges | March 2011 |
| Mash Test 3-10 on 31-Inch W-Beam Guardrail with Standard Offset Blocks | 9-1002-4 | R.P. Bligh, A. Abuodeh, W.L. Menges | March 2011 |
| Mash Test 3-11 on the Texas T101 Bridge Rail | 9-1002-1 | R.P. Bligh, W.L. Menges | March 2011 |
| MASH Test 5-12 of the Schock ComBAR Parapet | 401761-SBG1 | C.E. Buth, W.L. Menges | March 2011 |
| MASH Test 3-11 of the W-Beam Guardrail on Low-Fill Box Culvert | 405160-23-2 | W.F. Williams, W.L. Menges | November 2011 |
| Development of Field Applied Fittings for Wire Rope Barrier and Conversion to High Tension | 405160-11-1 | D.R. Arrington, D.C. Alberson, W.L. Menges | August 2010 |
| NCHRP Report 350 Crash Testing and Evaluation of the S-Square® Mailbox System | 0-5210-7 | R.P. Bligh, W.L. Menges | January 2010 |
| Evaluation of Barriers for Very High Speed Roadways | 0-6071-2 | R.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. Menges | March 2010 |
| MASH Test 3-11 of the WSDOT Pin and Loop Concrete Barrier with drainage Slots | 405160-18-1 | W.F. Williams, N.M. Sheikh, W.L. Menges | November 2010 |
| On-Going Evaluation of Traffic Control Devices | 0-6384-1 | P.J. Carlson, R.P. Bligh, A.M. Pike, J.D. Miles, W.L. Menges, S.C. Paulus | September 2010 |
| Development of Roadside Safety Devices for Very High Speed Roadways | 0-6071-S | R.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. Menges | 2010 |
| NCHRP Report 350 Test 3-11 of the Modified T8 Bridge Rail | 0-5210-6 | R.P. Bligh, W.F. Williams, W.L. Menges | April 2009 |
| Crash Testing and Evaluation of TxDOT Burn Ban Signs | 0-5210-5 | R.P. Bligh, W.L. Menges | August 2009 |
| Development and Testing of a Concrete Barrier Design for Use in Front Slope or On MSE Wall | 405160-00013-2 | N.M. Sheikh, R.P. Bligh, W.L. Menges | August 2009 |
| Video over IP Design Guidebook | 0-5942-P1 | R.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. Thomas | December 2009 |
| Alternative Design of Guardrail Posts in Asphalt or Concrete Mowing Pads | 405160-14-1 | D.R. Arrington, R.P. Bligh, W.L. Menges | May 2009 |
| Comprehensive Guide to the Use of IP-Based Video for Traffic Operations | 0-5942-S | R.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. Thomas | May 2009 |
| MASH08 Test 3-11 of the Rockingham Precast Concrete Barrier | 400001-RPC4 | C.E. Buth, W.F. Williams, W.L. Menges | September 2009 |
| Dynamic Testing of the T223 Bridge Rail | 0-5210-8 | W.F. Williams, R.P. Bligh, W.L. Menges | September 2009 |
| Development of a Video over IP Guidebook | 0-5942-1 | R.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. Thomas | September 2009 |
| Crash Testing and Evaluation of W-Beam Guardrail on Box Culvert | 405160-5-1 | W.F. Williams, R.P. Bligh, D.L. Bullard, W.L. Menges | August 2008 |
| Analysis of a Flexible Bridge Rail System for High-Speed Roadways | 0-5210-4 | R.P. Bligh, A. Abuodeh, W.F. Williams, W.L. Menges | December 2008 |
| Communications Trends and their Impact on TxDOT ITS Deployments | 0-5586-1 | R.E. Brydia, L. Ruback, R. Rajbhandari, J.D. Johnson, B.E. Brackin | February 2008 |
| Crash Testing and Evaluation of F-Shape Barriers on Slopes | 0-5210-3 | N.M. Sheikh, R.P. Bligh, W.L. Menges | March 2008 |
| Crash Testing and Evaluation of the TxDOT Type T8 Bridge Rail | 407049-1 | W.F. Williams, R.P. Bligh, W.L. Menges | March 2008 |
| Crash Testing and Evaluation of Bexar Concrete Works F-Shape Concrete Traffic Barrier (CTB) with Quick-Bolt Connection | 400001-BCW1 | R.P. Bligh, W.L. Menges | November 2008 |
| Crash Testing and Evaluation of the Modified G4(1S) W-Beam Guardrail on 2:1 Slope | 405160-4-1 | A. Abuodeh, R.P. Bligh, D.L. Bullard, W.L. Menges | November 2008 |
| Development of a Low-Profile to F-Shape Transition Barrier Segment | 0-5527-1 | W.L. Beason, N.M. Sheikh, R.P. Bligh, W.L. Menges | January 2007 |
| Repair/Retrofit Anchorage Designs for Bridge Rails | 0-4823-T1-1 | W.F. Williams, C.E. Buth, W.L. Menges | March 2007 |
| Wireline Communications: A Design Guidebook for Intelligent Transportation Systems: Expanded Materials | 5-4969-01-P1 | R.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. Balke | October 2007 |
| Initial Assessment of Compliance of Texas Roadside Safety Hardware with Proposed Update to NCHRP Report 350 | 0-5526-1 | R.P. Bligh, W.L. Menges | September 2007 |
| Next Generation Communications Architecture for TxDOT ATMS | 0-5586-S | R.E. Brydia, L. Ruback, R. Rajbhandari, J.D. Johnson, B.E. Brackin | 2007 |
| NCHRP Report 350 Testing and Evaluation of NETC Bridge Rail Transitions | 401181-F (NETCR 53) | D.C. Alberson, C.E. Buth, W.L. Menges, R.R. Reagan | January 2006 |
| NCHRP Report 350 Test 3-11 of the Long-span Guardrail with 5.7 M Clear Span and Nested W Beams Over 11.4 M | 405160-1-1 | C.E. Buth, D.L. Bullard, W.L. Menges | July 2006 |
| Crash Testing and Evaluation of the Shur-Tite (R) Multiple-Mailbox Mount | 0-5210-2 | N.M. Sheikh, R.P. Bligh, W.L. Menges, R.R. Reagan | November 2006 |
| Ethernet for ITS Field Data Communications | 0-4768-S | L. Ruback, B.E. Brackin, D.W. Rickerson | April 2005 |
| Wireline Communications Workshop for Intelligent Transportation System Applications | 0-4969-S | R.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. Balke | December 2005 |
| Development of Low-Deflection Precast Concrete Barrier | 0-4162-3 | R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. Reagan | January 2005 |
| Testing and Evaluation of the Florida F Shape Bridge Rail with Reduced Deck Thickness | 9-8132-3 | D.C. Alberson, W.F. Williams, W.L. Menges | March 2005 |
| Portable Concrete Traffic Barrier for Maintenance Operations | 0-4692-1 | R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. Reagan | May 2005 |
| Retrofit Railings for Truss Bridges | 0-4419-5 | C.E. Buth, W.F. Williams, W.L. Menges, R.R. Reagan | October 2005 |
| Development of a Wireline Communications Design Guidebook for Intelligent Transportation Systems | 0-4969-1 | R.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. Balke | October 2005 |
| MTC Roadside Call Box Crashworthiness Study | 474240-06001-F | D.L. Bullard, D. Lord, A. Abuodeh, W.L. Menges | February 2004 |
| Testing and Evaluation of the Florida Jersey Safety Shaped Bridge Rail | 9-8132-1 | D.C. Alberson, W.F. Williams, W.L. Menges, R.R. Reagan | February 2004 |
| Dynamic Response of Guardrail Systems Encased in Pavement Mow Strips | 0-4162-2 | R.P. Bligh, N.R. Seckinger, A. Abuodeh, P.N. Roschke, W.L. Menges, R.R. Reagan | January 2004 |
| Testing and Evaluation of the Deception Pass State Park Log Rail | 400561-2 | D.L. Bullard, W.F. Williams, W.L. Menges, R.R. Reagan | July 2004 |
| TL-4 Crash Testing of the F411 Bridge Rail | 9-8132-P7 | D.C. Alberson, W.L. Menges, R.R. Reagan | October 2004 |
| Railing Design for New Truss Bridges | 0-4419-4 | W.F. Williams, C. Eugene Buth, W.L. Menges | October 2004 |
| Feasibility of Ethernet as a Center to Field Network for ITS Field Data Communications | 0-4768-1 | L. Ruback, B.E. Brackin, D.W. Rickerson | October 2004 |
| Test Level Three Testing of the Retrofit Rail for LLANO Truss Bridge | 409680-1 | W.F. Williams, C.E. Buth, W.L. Menges, R.R. Reagan | 2004 |
| Work Zone Appurtenances Tested to NCHRP Report 350 | FHWA-RD-03-038 | R.P. Bligh, K.K. Mak, W.L. Menges | January 2003 |
| Performance of the TxDOT T202 (MOD) Bridge Rail Reinforced with Fiber Reinforced Polymer Bars | 0-4138-3 | C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, R.R. Reagan | November 2003 |
| Evaluation of Guardrail to Concrete Bridge Rail Transitions | 0-4564-1 | R.P. Bligh, W.L. Menges, R.R. Reagan | October 2003 |
| Crash Testing and Evaluation of the ITS Call Box | 474240/08-6&7 | D.L. Bullard, W.L. Menges, R.R. Reagan | October 2003 |
| Crash Testing and Evaluation of the Modified T77 Bridge Rail | 0-4852-1 | D.L. Bullard, C.E. Buth, W.F. Williams, W.L. Menges, R.R. Reagan | September 2003 |
| Evaluation of Texas Grid-Slot Portable Concrete Barrier System | 0-4162-1 | R.P. Bligh, D.L. Bullard, W.L. Menges, B.G. Butler | April 2002 |
| Full Scale Crash Testing of the Florida DOT Type F Curb | 400091-FSU1-4 | W.F. Williams, W.L. Menges, R.R. Reagan | March 2002 |
| Design and Evaluation of the TxDOT F411 and T77 Aesthetic Bridge Rails | 4288-1 | D.L. Bullard, W.F. Williams, W.L. Menges, R.R. Reagan | October 2002 |
| Evaluation of Dual Support, Triangular Slip-Base Sign Installations | 0-1792-8 | R.P. Bligh, D.C. Alberson, W.L. Menges, R.R. Reagan | September 2002 |
| Testing and Evaluation of Recycled Materials in Roadside Safety Devices | 1458-3 | R.P. Bligh, W.L. Menges, D.C. Alberson | April 2001 |
| Evaluation of Design and Retrofit Concepts for Slip-Base Sign Support Systems | 7-3911-S | R.P. Bligh, C.E. Buth, W.L. Menges, B.G. Butler | February 2001 |
| Guardrail End Treatments - Expanding the Safety Performance Spectrum | D.L. Ivey, W.L. Menges, D.C. Alberson | January 2001 | |
| Testing and Evaluation of a Pedestal Base Sign Support | 0-1792-3 | D.L. Bullard, R.P. Bligh, W.L. Menges, S.K. Stone | January 2001 |
| NCHRP Report 350 Evaluation of the T501 Bridge Rail with Soundwall | 408460-F | D.L. Bullard, C.E. Buth, W.F. Williams, W.L. Menges, S.K. Schoeneman | January 2001 |
| Testing and Evaluation of the Solar Panel Sign Support System | 0-1792-4 | D.L. Bullard, R.P. Bligh, W.L. Menges, S.K. Stone | January 2001 |
| NCHRP Report 350 Test 3-11 of the New York DOT Portable Concrete Barrier with I-Beam Connection (Retest) | 473220-14 | R.P. Bligh, W.L. Menges, S.K. Sanders | July 2001 |
| NCHRP Report 350 Test 3-11 of the Steel-Backed Timber Guardrail | 405181-2 | D.L. Bullard, W.L. Menges, S.K. Stone | June 2001 |
| Testing and Evaluation of Slip Base Sign Supports | 0-1792-5 | R.P. Bligh, D.L. Bullard, W.L. Menges, S.K. Schoeneman | May 2001 |
| Testing and Evaluation of Molded Plastic Mailboxes | 0-1792-6 | R.P. Bligh, W.L. Menges, S.K. Stone | September 2001 |
| NCHRP Report 350 Test 3-10 on the Modified PennDOT Type 2 Guide Rail - Test 4 | 473750-4 | C.E. Buth, W.L. Menges, W.F. Williams, S.K. Stone | August 2000 |
| NCHRP Report 350 Evaluation of the Minnesota DOT Transitions | 473390-20 | R.P. Bligh, K.K. Mak, W.L. Menges, W.F. Williams | December 2000 |
| Impact Performance Evaluation of Work Zone Traffic Control Devices | 0-1792-2 | R.P. Bligh, D.L. Bullard, W.L. Menges, S.K. Stone | December 2000 |
| NCHRP Report 350 Test 3-11 of Georgia Temporary Concrete Barriers | 404821-1 | W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. Williams | February 2000 |
| Test 12--NCHRP Report 350 Test 3-11 of the Modified Texas Type T6 Bridge Rail on Bridge Deck | 0-1804-10 | C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, B. Abbot | February 2000 |
| NCHRP Report 350 Test 3-21 of the Alaska Multi-State W-Beam Transition | 404311-7 | D.C. Alberson, W.L. Menges, C.E. Buth, W.F. Williams, S.K. Stone | July 2000 |
| Testing and Evaluation of a Modified G4(1S) Guardrail with W150x17.9 Steel Blockouts | 405421-2 | C.E. Buth, W.L. Menges | February 1999 |
| NCHRP Report 350 Test 4-12 of the Alaska Multi-State Bridge Rail | 404311-3 | C.E. Buth, W.F. Williams, W.L. Menges, S.K. Schoeneman | February 1999 |
| Testing and Evaluation of W-Beam Guardrails Buried-in-Backslope | FHWA-RD-99-055 | A.G. Arnold, C.E. Buth, W.L. Menges | January 1999 |
| NCHRP Report 350 Test 3-11 of the Modified Virginia DOT Portable Concrete Barrier | 402041 | C.E. Buth, W.L. Menges, S.K. Schoeneman | January 1999 |
| NCHRP Report 350 Test 4-22 of the Alaska Multi-State Bridge Rail Thrie-Beam Transitions | 404311-6 | C.E. Buth, W.F. Williams, W.L. Menges, S.K. Stone | July 1999 |
| NCHRP Report 350 Test 4-21 of the Alaska Multi-State Bridge Rail Thrie-Beam Transition | 404311-5 | C.E. Buth, W.F. Williams, W.L. Menges, S.K. Stone | July 1999 |
| Crash Testing and Evaluation of the Eccentric Loader Terminal (ELT) | RF473390-01 | K.K. Mak, R.P. Bligh, W.L. Menges | March 1999 |
| Crash Testing of Ford Taurus, Chevrolet Lumina, Plymouth Neon, and Dodge Caravan - In Support of Finite Element Computer Modeling | Project 472580 | K.K. Mak, R.P. Bligh, W.L. Menges, S.K. Stone | May 1999 |
| Test 8 - NCHRP Report 350 Test 3-11 of the Modified Texas Type T6 Bridge Rail on Bridge Deck | 0-1804-8 | C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges | November 1999 |
| Testing and Evaluation of the New York Two-rail Curbless and Four-rail Curbless Bridge Railing and the Box-Beam Transition | 404531-F | C.E. Buth, W.L. Menges, W.F. Williams | September 1999 |
| NCHRP Report 350 Test 4-10 of the Alaska Multi-State Bridge Rail | 404311-1 | C.E. Buth, W.F. Williams, W.L. Menges, S.K. Schoeneman | December 1998 |
| NCHRP Report 350 Test 4-11 of the Alaska Multi-State Bridge Rail | 404311-2 | C.E. Buth, W.F. Williams, W.L. Menges, S.K. Schoeneman | December 1998 |
| Tests 4, 5, & 6: NCHRP Report 350 Testlng of the Texas Type T202 Bridge Rail | 1804-3 | C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, B.G. Butler | December 1998 |
| Testing of State Roadside Safety Systems Volume XIII: Appendix L - Crash Testing and Evaluation of the Modified MELT | FHWA-RD-98-048 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume VII: Appendix F - Crash Testing and Evaluation of the Minnesota Swing-Away Mailbox Support | FHWA-RD-98-042 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume X: Appendix I - Crash Testing and Evaluation of a Mini-MELT for a W-Beam, Weak-Post (G2) Guardrail System | FHWA-RD-98-045 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume IX Appendix H- Crash Testing and Evaluation of the NETC Pl-2 Bridge Rail Design | FHWA-RD-98-044 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume XI: Appendix J - Crash Testing and Evaluation of Existing Guardrail Systems | FHWA-RD-98-046 | K.K. Mak, R.P. Bligh, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume V: Appendix D - Crash Testing and Evaluation of a Washington, DC, PL-1 Bridge Rail | FHWA-RD-98-040 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume VI: Appendix E - Crash Testing and Evaluation of a Modified Breakaway Cable Terminal (BCT) Design | FHWA-RD-98-041 | K.K. Mak, W.L. Menges | February 1998 |
| Testing of State Roadside Safety Systems Volume VIII: Appendix G - Crash Testing and Evaluation of the Single Slope Bridge Rail | FHWA-RD-98-043 | K.K. Mak, W.L. Menges | February 1998 |
| NCHRP Report 350 Test 3-11 of the Texas Type T6 Bridge Rail | 0-1804-4 | C.E. Buth, R.P. Bligh, W.L. Menges | July 1998 |
| NCHRP Report 350 Test 3-38 of the Modified Narrow Connecticut Impact Attenuation System (NCIAS) | 404231-5 | C.E. Buth, W.L. Menges | July 1998 |
| Test Level 2 Evaluation of the RENCO Ren-Gard 815 Truck Mounted Attenuator | 400001-REN 1&2 | C.E. Buth, W.L. Menges | July 1998 |
| NCHRP Report 350 Tests 3-36 and 3-30 of the Wide REACT | Contract No. 400001-WDR9-11 | C.E. Buth, W.L. Menges | June 1998 |
| Full-Scale Crash Testing and Evaluation of the Wide REACT System | TTI Contract No. 400001-WDR 1-8 | C.E. Buth, W.L. Menges, B.G. Butler | March 1998 |
| Testing and Evaluation of the Vermont W-beam Guardrail Terminal for Low Speed Areas | 473080-13 | A.G. Arnold, W.L. Menges, B.G. Butler | May 1998 |
| Compliance Testing of an End Treatment for the Low-Profile Concrete Barrier | 1403-S | W.L. Beason, W.L. Menges, D.L. Ivey | May 1998 |
| NCHRP Report 350 Test 3-11 of the Texas Type T411 Bridge Rail | 0-1804-3 | C.E. Buth, R.P. Bligh, W.L. Menges | May 1998 |
| Testing and Evaluation of a Modified Steel Post W-Beam Guardrail with Recycled Polyethylene Blockouts | TTI-1997-10 | R.P. Bligh, W.L. Menges | February 1997 |
| Testing and Evaluation of W-Beam Guardrails Buried-In-Backslope | FHWA RD-99-055 | A.G. Arnold, C.E. Buth, W.L. Menges | January 1997 |
| Evaluation of a Modified Steel Post W-Beam Guardrail System | 7-3963-S | R.P. Bligh, W.L. Menges, B.G. Butler | November 1997 |
| Evaluation of Work Zone Barricades | 7-3910-S | K.K. Mak, R.P. Bligh, W.L. Menges | November 1997 |
| Furnace Butt Welded Pipe for Small Sign Supports | 7-2996-S | C.E. Buth, R.P. Bligh, W.L. Menges | November 1997 |
| Testing and Evaluation of the W-Beam Transition (on Steel Posts with Timber Blockouts) to the Vertical Flared Back Concrete Bridge Parapet | FHWA-RD-96-200 | K.K. Mak, W.L. Menges | 1997 |
| Testing of State Roadside Safety Systems Volume III: Appendix B - Crash Testing and Evaluation of a Guardrail System for Low-Fill Culvert | FHWA-RD-96-038 | K.K. Mak, R.P. Bligh, W.L. Menges | August 1996 |
| NCHRP Report 350 Compliance Tests of the V-Loc Sign Support System | 405631-1F | R.P. Bligh, W.L. Menges, D.C. Alberson | August 1996 |
| Testing of State Roadside Safety Systems Volume IV: Appendix C - Crash Test and Evaluation of a Pennsylvania Transition Design | FHWA-RD-96-039 | K.K. Mak, W.L. Menges | August 1996 |
| NCHRP Report 350 Test 3-34 on the ADIEM | D.L. Ivey, R.P. Bligh, W.L. Menges, J.C. Liu, A.G. Arnold | August 1996 | |
| Testing of State Roadside Safety Systems, Volume II: Appendix A - Crash Testing and Evaluation of a Michigan Thrie-Beam Transition Design | FHWA-RD-96-037 | K.K. Mak, W.L. Menges | August 1996 |
| Evaluation of Sign Substrates for Use with Plastic Drums | 2924-3F | K.K. Mak, R.P. Bligh, W.L. Menges | December 1996 |
| Evaluation of Work Zone Barricades and Temporary Sign Supports | 5388-1F | K.K. Mak, R.P. Bligh, W.L. Menges | February 1996 |
| Development and Testing of the Steel U-Channel Slip Splice Sign Support | 220500 | D.L. Bullard, D.C. Alberson, W.L. Menges | March 1996 |
| NCHRP Report 350 Compliance Test 5-12 of the 1.07 m Vertical Wall Bridge Railing | FHWA-RD-96-199 | D.C. Alberson, R.A. Zimmer, W.L. Menges | May 1996 |
| Design and Testing of a Break Away Mount for Cluster Box Unit (CBU) and Neighborhood Delivery and Collection Box Unit (NDCBU) | TTI-1996-ID4391 | D.L. Bullard, D.C. Alberson, W.L. Menges | May 1996 |
| Testing and Evaluation of the Wyoming 740WYBRAIL Bridge Railing System | FHWA-RD-96 | K.K. Mak, D.L. Bullard, W.L. Menges | May 1996 |
| Testing of State Roadside Safety Systems Volume XIV: Appendix M - Laboratory and Pendulum Testing of Modified Breakaway Wooden Posts | FHWA-RD-96- | K.K. Mak, R.P. Bligh, W.L. Menges | September 1996 |
| Testing of State Roadside Safety Systems: Volume I - Technical Report | FHWA-RD-96-036 | K.K. Mak, R.P. Bligh, W.L. Menges | September 1996 |
| Crash Testing and Evaluation of Retrofit Bridge Railings and Transition | FHWA-RD-96-032 | C.E. Buth, W.L. Menges | 1996 |
| NCHRP Report 350 Compliance Test 3-11 of the 1.07-Meter Vertical Wall Bridge Railing (Prepared for TTI Project No. 405511-1.) | FHWA-RD-96-174 | D.C. Alberson, R.A. Zimmer, W.L. Menges | 1996 |
| NCHRP Report 350 Compliance Test 3-11 of the Modified G4(1S) Guardrail with Timber Blockouts | FHWA-RD-96-175 | D.L. Bullard, W.L. Menges, D.C. Alberson | 1996 |
| NCHRP Report 350 Compliance Tests of the ET-2000 | Projects 220510 & 220537 | H.E. Ross, W.L. Menges, D.L. Bullard | August 1995 |
| Wyoming Test Level 4 Bridge Railing | TTI-1996-1 | K.K. Mak, W.L. Menges, D.L. Bullard | December 1995 |
| NCHRP Report 350 Compliance Tests of the ADIEM | TTI-1995-5 | D.L. Ivey, D.C. Alberson, W.L. Menges | December 1995 |
| End Terminal for Box-Beam Median Barrier: Final Report | K.K. Mak, R.P. Bligh, D.L. Bullard, W.L. Menges | June 1995 | |
| Development of W-Beam Slotted Rail End Terminal Design | RF 7199-3F | K.K. Mak, R.P. Bligh, W.L. Menges | May 1994 |
| Testing of New Bridge Rail and Transition Designs - Volume XIII: Appendix L 32-In ( 813-Mm) Thrie-Beam Transition | FHWA-RD-93-156 | C.E. Buth, T.J. Hirsch, W.L. Menges | September 1993 |
| Testing of New Bridge Rail and Transition Designs - Volume II, Appendix A: Oregon Side Mounted Bridge Railing | FHWA-RD-93-059 | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 |
| Testing of New Bridge Rail and Transition Designs - Volume X: 42-In (1. 07-M) Concrete Parapet Bridge Railing, Appendix I | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume IV: Illinois 23991 Bridge Railing, Appendix C | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume VII: 32-In ( 813-Mm) F-Shape Bridge Railing, Appendix F | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs, Volume I: Technical Report | FHWA-RD-93-058 | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 |
| Testing of New Bridge Rail and Transition Designs - Volume II: Oregon Side Mounted Bridge Railing, Appendix A | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume VIII: Appendix G - BR27C Bridge Railing | FHWA-RD-93-065 | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 |
| Testing of New Bridge Rail Transition Designs, Volume V: 32-In (813-Mm) Concrete Parapet Bridge Railing, Appendix D | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume VI: 32-In ( 813-Mm) New Jersey Safety Shape, Appendix E | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs, Volume III: Br27d Bridge Railing, Appendix B | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume Xi: 42-In (1. 07-M) F-Shape Bridge Railing Appendix J | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Testing of New Bridge Rail and Transition Designs - Volume IX: Appendix H - Illinois Side Mount Bridge Railing | 7069-Vol. IX | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 |
| Testing of New Bridge Rail and Transition Designs - Volume XII: Oregon Transition, Appendix K | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 | |
| Comparative Crash Tests Conducted on Seven Different Makes and Models of Truck Mounted Attenuators (TMAs) | 991-2 | W.L. Campise | August 1991 |
| An Evaluation of Selected Truck Mounted Attenuators (TMA's) with Recommended Performance Specifications | 991-1 | L.I. Griffin, R.A. Zimmer, W.L. Campise, K.K. Mak | August 1991 |
| Aesthetically Pleasing Concrete Combination Pedestrian-Traffic Bridge Rail - Texas Type C411 | 1185-3F | T.J. Hirsch, C.E. Buth, W.L. Campise | February 1991 |
| Testing and Evaluation of Work Zone Traffic Control Devices | 1938-1F | K.K. Mak, R.A. Zimmer, W.L. Campise | November 1991 |
| Testing and Evaluation of Sign Support with Cluster Attachments | 7137-1 | K.K. Mak, W.L. Campise | April 1990 |
| Aesthetically Pleasing Steel Pipe Bridge Rail - Texas Type T421 | 1185-2 | T.J. Hirsch, C.E. Buth, W.L. Campise, D. Kaderka | May 1990 |
| Testing and Evaluation of Work Zone Traffic Control Devices | 1917-1F | K.K. Mak, W.L. Campise | October 1990 |
| Aesthetically Pleasing Concrete Beam and Posts Bridge Rail - Texas Type T411 | 1185-1 | T.J. Hirsch, C.E. Buth, W.L. Campise, D. Kaderka | March 1989 |
| Crash Test of Texas T202 Bridge Rail | 1179-2F | T.J. Hirsch, C.E. Buth, W.L. Campise, D. Kaderka | May 1989 |
| Performance Limits of Longitudinal Barrier Systems, Volume III - Appendix B: Details of Full-Scale Crash Tests on Longitudinal Barriers | W.L. Menges, C.E. Buth | May 1985 | |
| Test and Evaluation of Neighborhood Mailbox | 343-2 | W.L. Menges, H.E. Ross | March 1984 |
| Development of a High-Performance Median Barrier | C.E. Buth, W.L. Menges, E.L. Marquis | April 1983 |
Roadside Safety and Physical Security
Design, Testing & Performance Evaluation