The following publications are sorted by the Roadside Safety and Physical Security Division and its programs: Infrastructure Protection, Proving Ground Support, and Roadside Safety.
| Title | Report Number | Author(s) | Date |
|---|---|---|---|
| TxDOT Project 0-6992: Traffic Safety Improvements at Low Water Crossings -- Summary Webinar | 0-6992-P1 | C. Silvestri Dobrovolny, K.N. Balke, A.M. Pike, D.H. Florence, H.A. Charara, N.A. Chaudhary, S. Hurlebaus, S. Das, R.P. Bligh, R.A. Zimmer, G. Pesti, T.P. Barrette, C.R. Mott, J. Esposito, D.M. Parish, P.K. Sturgeon | January 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 |
| Roadside Safety Device Analysis, Testing, and Evaluation Program | 0-6968-PSR | R.P. Bligh, A. Abuodeh, S. Cakalli, J.C. Kovar, S.M. Moran, N.D. Schulz, N.M. Sheikh, C. Silvestri Dobrovolny, W.F. Williams, A. Han, S. Park | June 2021 |
| Development of MASH Test Level 3 (TL-3) Compliant Transition Between Median Guardrail and Median Concrete Barrier | 0-6990-PSR | A. Abuodeh, N.D. Schulz, M. Kiani, A.L. Sheil | June 2021 |
| 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 |
| 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 |
| 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 of Low-Maintenance Cost Median Barriers with Enhanced Safety Features | 0-6895-PSR | A. Abuodeh, M.S. Brackin, J.C. Kovar, N.D. Schulz, R. Ferron, S. Ahsan, M. Rung | April 2019 |
| Development of MASH Test Level 2 (TL-2) Short Radius Guardrail Treatment on Texas Roadways | 0-6913-PSR | A. Abuodeh, N. de la Fuente, D.L. Bullard | 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 |
| 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 |
| 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 |
| 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 |
| Construction and Installation of Travel Time Signs on I-35 in Austin | 5-9049-05-1 | G.L. Ullman, R.E. Brydia, L. Ruback, A.P. Voigt, D.R. Arrington | August 2016 |
| Installation of Dynamic Travel Time Signs and Efforts to Obtain and Test a Graphical Route Information Panel (GRIP) Sign in Austin | 5-9049-03-7 | G.L. Ullman, R.E. Brydia, L. Ruback, D.R. Arrington, A.P. Voigt | August 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 |
| Completion of Construction and Installation of Travel Time Signs on I-35 in Austin | 5-9049-05-S | G.L. Ullman, R.E. Brydia, L. Ruback, A.P. Voigt, D.R. Arrington | 2016 |
| Buried Terminal Design Evaluation for Use with 31-Inch Guardrail Height through Finite Element Simulations | 405160-39 | C. Silvestri Dobrovolny, D.R. Arrington, A. Mohanakrishnan | April 2015 |
| 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 |
| Design and Finite Element Analysis of a MASH 31-inch W-Beam Guardrail System for Placement on 3H:1V Sloped Terrain Configuration (2014 WV-62) | 12-602951-00001 | C. Silvestri Dobrovolny, D.R. Arrington, N.D. Schulz, C.B. Xavier | September 2015 |
| Short Radius MASH TL-3 Guardrail Treatment | 0-6711-S | A. Abuodeh, K.M. McCaskey, R.P. Bligh | 2015 |
| Stacked W-Beam Transition for 31" Guardrail | 601721-000 | C. Silvestri Dobrovolny, D.R. Arrington, P. Betancourt, K.M. White | April 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 |
| 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 |
| 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 |
| Development of New Delineator Material and Impact Testing Standard to Prevent Premature Failures Specific to Installation Application | 0-6772-S | D.R. Arrington, L. Theiss, R.A. Zimmer | 2014 |
| 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 |
| Single Slope Median Wall for Grade Separations | 405160-33/35 | C. Silvestri Dobrovolny, M.S. Brackin, D.R. Arrington | January 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 |
| 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 |
| Evaluation of Skid Measurements Used by TxDOT | 0-6619-S | E.G. Fernando, R.A. Zimmer | May 2013 |
| Evaluation of Skid Measurements Used by TxDOT: Technical Report | 0-6619-1 | R.A. Zimmer, E.G. Fernando | May 2013 |
| Development Guidance for Sign Design Standards | 0-6363-1 | C. Silvestri Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. Menges | February 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 |
| Guardrail Deflection Analysis, Phase I: (2010-11) | 405160-24 | A. Abuodeh, K. Kim, R.P. Bligh | August 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 3-37 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-3 Median Barrier Gate | 9-1002-2 | R.P. Bligh, D.R. Arrington, C. Silvestri Dobrovolny, W.L. Menges | June 2011 |
| Crash Wall Design for Mechanically Stabilized Earth (MSE) Retaining Wall Phase I: Engineering Analysis and Simulation | 405160-15 | A. Abuodeh, K. Kim, W.F. Williams, C.E. Buth, C.A. Patton | March 2011 |
| Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-2 | C.E. Buth, M.S. Brackin, W.F. Williams, G. Fry | March 2011 |
| MASH Test 5-12 of the Schock ComBAR Parapet | 401761-SBG1 | C.E. Buth, 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 |
| Improvements to Large and Small Roadside Sign Hardware and Design | 0-6363-S | R.P. Bligh, D.R. Arrington, C. Silvestri Dobrovolny | 2011 |
| Roadside Safety Device Crash Testing Program | 9-1002-S | R.P. Bligh, A. Abuodeh, D.R. Arrington, N.M. Sheikh, C. Silvestri Dobrovolny, W.F. Williams | 2011 |
| Evaluation of Existing T-Intersection Guardrail Systems for Equivalency with NCHRP Report 350 TL-2 Test Conditions | 405160-10 | A. Abuodeh, K. Kim, D.C. Alberson | August 2010 |
| 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 |
| Development of a TL-3 Deep Beam Tubular Backup Bridge Rail | 476890-1 | A. Abuodeh, W.F. Williams, C.E. Buth, K. Kim | December 2010 |
| Development of a TL-3 Deep Beam Tubular Backup Bridge Rail: Executive Summary Report | A. Abuodeh, C.E. Buth, W.F. Williams, K. Kim | December 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 |
| Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-1 | C.E. Buth, W.F. Williams, M.S. Brackin, D. Lord, S.R. Geedipally, A. Abuodeh | May 2010 |
| Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-S | C.E. Buth, M.S. Brackin, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abuodeh | 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 |
| 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 |
| Analysis of Roadside Safety Devices for Use on Very High-Speed Roadways | 0-6071-1 | N.M. Sheikh, M. Ferdous, R.P. Bligh, A. Abuodeh | September 2009 |
| MASH08 Test 3-11 of the Rockingham Precast Concrete Barrier | 400001-RPC4 | C.E. Buth, W.F. Williams, W.L. Menges | September 2009 |
| 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 |
| 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 |
| Repair/Retrofit Anchorage Designs for Bridge Rails | 0-4823-T1-1 | W.F. Williams, C.E. Buth, W.L. Menges | March 2007 |
| Impact Performance Assessment of Roadside Safety Appurtenances | 0-5526-S | R.P. Bligh, N.M. Sheikh, A. Abuodeh | August 2006 |
| 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 |
| Development and Evaluation of an Active Warning Device for School Bus Loading and Unloading Points in Areas of Limited Visibility | 0-4749-1 | J.L. Carson, A.J. Holick, E. Park, M.D. Wooldridge, R.A. Zimmer | February 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 |
| Active Advance Warning Devices Show Promise for School Bus Zone Safety | 0-4749-S | J.L. Carson, M.D. Wooldridge, E. Park, A.J. Holick, R.A. Zimmer | 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 |
| Evaluation of Roadside Safety Devices Using Finite Element Analysis | 0-1816-1 | R.P. Bligh, A. Abuodeh, M.E. Hamilton, N.R. Seckinger | August 2004 |
| Truss Bridge Retrofit Railings | 0-4419-S | C. Eugene Buth | December 2004 |
| Crash Tests Evaluate Performance of GFRP Reinforced Bridge Rail | 0-4138-S | C.E. Buth | 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 |
| MTC Roadside Call Box Crashworthiness Study | 474240-06001-F | D.L. Bullard, D. Lord, A. Abuodeh, W.L. Menges | 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Pendulum Impact Tests on Bridge Deck Sections | 9-1520-1 | D. Trejo, F. Aguiniga, C. Eugene Buth, R.W. James, P.B. Keating | July 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 |
| 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 3-11 of Georgia Temporary Concrete Barriers | 404821-1 | W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. Williams | 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 |
| FRP Reinforcing Bars in Bridge Decks: State of the Art Review | 9-1520-2 | D. Trejo, F. Aguiniga, C. Eugene Buth, R.W. James, P.B. Keating, R. Yuan | November 2000 |
| 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 a Modified G4(1S) Guardrail with W150x17.9 Steel Blockouts | 405421-2 | C.E. Buth, W.L. Menges | 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 4-21 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Traffic Noise Effects of Elevated, Depressed, and At-Grade Level Freeways in Texas | 1327-3 | R.A. Zimmer, J.L. Buffington | August 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 |
| Furnace Butt Welded Pipe for Small Sign Supports | 7-2996-S | C.E. Buth, R.P. Bligh, W.L. Menges | November 1997 |
| Social, Economic, and Environmental Effects of Elevated, Depressed, and At-Grade Level Freeways in Texas | 1327-6F | J.L. Buffington, S.R. Vadali, K.N. Womack, R.A. Zimmer, W.G. McCully, M. Nikolaou, C.A. Lewis | November 1997 |
| Electronic Lien and Titling | 7-3913-S | R.N. Reinhardt | October 1997 |
| Demographic Characteristics of Young Persons Involved in DWI Crashes | R.N. Reinhardt | December 1996 | |
| Measuring Driver Performance in Braking Maneuvers | TTI-1996-ID18234 | R.J. Koppa, D.B. Fambro, R.A. Zimmer | January 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 |
| 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 |
| Crash Testing and Evaluation of Retrofit Bridge Railings and Transition | FHWA-RD-96-032 | C.E. Buth, W.L. Menges | 1996 |
| Detector Location for Computerized Arterial Street Sampling Detectors | 1392-6 | D.L. Woods, N.J. Rowan | February 1995 |
| Implementing a Congestion Management System | 551-1F | V.G. Stover, D.L. Woods, R.A. Hamm | January 1995 |
| Evaluation of Plastic Drum Specifications | 2924-1F | K.K. Mak, R.A. Zimmer | October 1995 |
| Induction Loop Detector Systems Crosstalk | 1392-2 | V. Bhagat, D.L. Woods | August 1994 |
| Speed Measurement with Inductance Loop Speed Traps | 1392-8 | D.L. Woods, B.P. Cronin, R.A. Hamm | August 1994 |
| Effective Placement of Detectors at Diamond Interchanges | 1392-4 | D. Prabhakar, C.J. Messer, D.L. Woods | December 1994 |
| Optimal Detector Locations for HOV Lane Operations | 1392-7 | D.L. Woods | December 1994 |
| Effective Placement of Detectors for Computerized Traffic Control Summary Report | 1392-9F | D.L. Woods, N.J. Rowan | December 1994 |
| A Maintenance-Level-of-Service Evaluation Procedure for Texas | 1968-1F | D.L. Woods, S. Alcoz, R.E. Smith, R.J. Koppa | December 1994 |
| Optimizing Detector Placement for High Speed Isolated Signalized Intersections Using Vehicular Delay as the Criterion | 1392-3 | D.L. Woods, L.M. Koniki | October 1994 |
| Strategies for Targeting Hispanic DWI Countermeasures | TTI-1994-9 | K.N. Womack, S.S. Frankel, R.N. Reinhardt | September 1994 |
| Evaluation of Special School Transportation Needs and Their Effect on Transportation Safety in Texas | TTI-1994-7 | B.T. Davies, R.N. Reinhardt, L.A. Williams | September 1994 |
| Inductance Loop Detector Lead Length | 1392-1 | D.L. Woods, R.A. Hamm, B.P. Cronin | 1994 |
| Congestion Management Systems State-of-the-Practice Review | 563-1F | R.A. Hamm, D.L. Woods, V.G. Stover, P.E. Hawley | August 1993 |
| 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 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 XIV: Axial Tensile Strength of Thrie and W-Beam Terminal Connectors, Appendix M | C.E. Buth, T.J. Hirsch, M. Henderson | 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 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 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 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 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 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 XII: Oregon Transition, Appendix K | 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 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 IV: Illinois 23991 Bridge Railing, Appendix C | 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 II, Appendix A: Oregon Side Mounted Bridge Railing | FHWA-RD-93-059 | C.E. Buth, T.J. Hirsch, W.L. Menges | 1993 |
| Evaluation of Loop Detector Installation Procedures and Preparation of a Texas Traffic Signal Detector Manual | 1163-3F | D.L. Woods | July 1992 |
| Accelerated Fatigue and Moisture Testing of a Renco Ck-1128 Ren-Gard Truck Mounted Attenuator | TTI-1992-22 | R.A. Zimmer | 1992 |
| 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 |
| Procedures and Equipment for Conducting Vibration and Moisture Tests on Truck Mounted Attenuators (TMA's) | 991-3F | R.A. Zimmer | November 1991 |
| Testing and Evaluation of Work Zone Traffic Control Devices | 1938-1F | K.K. Mak, R.A. Zimmer, W.L. Campise | November 1991 |
| Development of Iso-Footcandle Curves for Highway Lighting | 1144-1F | R.A. Zimmer | 1991 |
| Texas Traffic Signal Detector Manual | 1163-1 | D.L. Woods | 1991 |
| Development of a Recommended Practice for Heavy Truck Splash and Spray Evaluation | RF143-F | R.J. Koppa, V.J. Pezoldt, R.A. Zimmer, M.N. Deliman, R.J. Flowers | March 1990 |
| Development of a Recommended Practice for Heavy Truck Splash and Spray Evaluation | RF 7143, VOL. 2 | R.J. Koppa, V.J. Pezoldt, R.A. Zimmer, M.N. Deliman, R.J. Flowers | March 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 |
| Raised Pavement Marker Reflectivity | 1151-1 | V.J. Pezoldt, R.J. Koppa, R.A. Zimmer, A.T. Perry, H.W. Milsap | November 1990 |
| Development of Automated Illumination Test Equipment | 0942-F | R.A. Zimmer | February 1989 |
| Evaluation of L.B. Foster Precast Concrete Bolt-Down Barrier System | C.E. Buth, D. Kaderka | January 1989 | |
| Aesthetically Pleasing Combination Pedestrian-Traffic Bridge Rail | TRB 920523 | T.J. Hirsch, C.E. Buth | July 1989 |
| 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 |
| Guidelines for Using Wide Paved Shoulders on Low-Volume Two-Lane Rural Highways Based on Benefit/Cost Analysis | 1114-1F | D.L. Woods, J.B. Rollins, L.M. Crane | May 1989 |
| Development of a Box Beam Guardrail Retrofit Transition to the Wyoming Steel Tube-Type Bridge Railing | 0382-1 | K.K. Mak, R.P. Bligh, C.E. Buth, D.L. Bullard | October 1989 |
| Small Sign Support Analysis, Phase I: Crash Test Program | FHWA-AZ88-202-1 | H.E. Ross, D.L. Sicking, W.L. Campise, R.A. Zimmer | August 1988 |
| Development of New Guardrail End Treatments | 404-1F | D.L. Sicking, A.B. Qureshy, R.P. Bligh, H.E. Ross, C.E. Buth | October 1988 |
| Critical Review of the NCHRP 270 Report Entitled "Parameters Affecting Stopping Sight Distance" | D.L. Woods | 1987 | |
| Retrofit Railings for Through Truss Bridges | J.R. Morgan, C.E. Buth, R.M. Olson, W.L. Campise | March 1986 | |
| Truck-Mounted Attenuators | RF 7015 | C.E. Buth, R.M. Olson, J.R. Morgan, W.L. Campise, J.C. Heslop | March 1986 |
| Heavy Vehicle Median Barrier | FHWA/TS-88/024 | C.E. Buth, R.M. Olson, J.R. Morgan, W.L. Campise | March 1986 |
| Performance Limits of Longitudinal Barrier Systems, Volume I: Summary Report | FHWA/RD-86/153 | C.E. Buth, W.L. Campise, L.I. Griffin, M.L. Love, D.L. Sickling | May 1986 |
| Bridge Rails for Messina Strait Bridge | T.J. Hirsch, C.E. Buth | 1986 | |
| Traffic Barriers for Parkways: Performance Evaluation of a Stone Masonry Guardwall | FHWA/RD-85/066 | R.A. Zimmer, W.L. Campise | April 1985 |
| The Response of Atypical Vehicles During Collisions with Concrete Median Barriers | FHWA/RD-86/095 | D.L. Ivey, C.E. Buth, M.L. Love, W.L. Campise | April 1985 |
| Barriers in Construction Zones, Volume I: Summary Report | RF3825 | D.L. Ivey, C.E. Buth, R.G. Robertson, R.J. Koppa, W.L. Beason, O.J. Pendleton, H.E. Ross | April 1985 |
| Heavy Truck Splash and Spray Testing: Phase II - Volume 1 - Executive Summary | R.J. Koppa, O.J. Pendleton, R.A. Zimmer, V.J. Pezoldt, R.M. Bremer | August 1985 | |
| 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 | |
| Small Car Interactions with Roadside Barriers, Volume 1 -- Engineering Evaluation | 333-1F | D.L. Woods, O.J. Pendleton, M.S. Von Tress | 1985 |
| Response of Atypical Vehicles During Collisions with Concrete Median Barriers: Report on Task 5 (Barriers in Construction Zones) | D.L. Ivey, C.E. Buth, M.L. Love, W.L. Campise | 1985 | |
| Concrete Safety Shape with Metal Rail on Top to Redirect 80,000 Lb. Trucks | 416-1F | T.J. Hirsch, W.L. Fairbanks, C.E. Buth | December 1984 |
| Central/Western Field Test and Evaluation Center for Nevada Department of Transportation - System No. 2 | TC-152 | A.J. Stocker, R.A. Zimmer | June 1984 |
| Heavy Truck Splash and Spray Testing: Volume I - Summary and Findings | R.J. Koppa, R.A. Zimmer, D.L. Ivey, O.J. Pendleton | September 1984 | |
| Freeway Frontage Road Operations and Safety Design | 288-4F | D.L. Woods | 1984 |
| Holes in the Pavement -- An Assessment of Their Influence on Safety | R.A. Zimmer, D.L. Ivey | 1984 | |
| Delineation of Temporary Barriers in Work Zones | FHWA/RD-84/079 | R.Q. Brackett, M.A. Stuart, D.L. Woods, H.E. Ross | 1984 |
| Development of a High-Performance Median Barrier | C.E. Buth, W.L. Menges, E.L. Marquis | April 1983 | |
| Influence of Roadway Surface Holes on the Potential for Vehicle Loss of Control | 328-2F | R.A. Zimmer, D.L. Ivey | August 1983 |
| Pavement Edges and Vehicle Stability -- A Basis for Maintenance Guidelines | R.A. Zimmer, D.L. Ivey | January 1983 | |
| Accident Analysis of the Conversion from Two-Way to One-Way Frontage Road Operation | 288-3 | D.L. Woods, M. Chang | 1983 |
| Operational and Safety Analysis of Two-Way and One-Way Frontage Roads | 288-2 | D.L. Woods, M. Chang, C.J. Allen | 1983 |
| Full-Scale Crash Tests of High-Performance Median Barrier | TTI-1982-7 | C.E. Buth, W.L. Campise | August 1982 |
| Thrie-Beam Guardrails for School and Intercity Buses | D.L. Ivey, R.G. Roberson, C.E. Buth, C.F. McDevitt | January 1982 | |
| Crashworthiness of Aluminum Tru-Beam Bridge Railing | RF 4583 | W.L. Campise, C.E. Buth | September 1982 |
| Pavement Edges and Vehicle Stability -- A Basis for Maintenance Guidelines | 328-1 | R.A. Zimmer, D.L. Ivey | September 1982 |
| Development of a Skid Resistance Measurement Method for Cities and Counties (A Diagonal Braking Vehicle) | TTI-1982-1 | A.J. Stocker, R.A. Zimmer, M. Post | September 1982 |
| Test and Evaluation of W-Beam and Thrie-Beam Guardrails | FHWA/RD-82/071 | D.L. Ivey, R.G. Robertson, C.E. Buth | 1982 |
| Full-Scale Crash Test of Tru-Beam Aluminum Bridge Railing | A.G. Arnold, C.E. Buth | June 1981 | |
| Pilot Field Tests of Experimental No-Passing Zone Treatments | G.D. Weaver, D.L. Woods, C.J. Allen, N.L. Matlock | March 1981 | |
| No-Passing Zone Treatments for Special Geometric and Traffic Operational Situations: Summary Report | RF 3828-6 | G.D. Weaver, D.L. Woods | March 1981 |
| No-Passing Zone Treatments for Special Geometric and Traffic Operational Situations: Final Report-Task D | RF 3828-4 | G.D. Weaver, D.L. Woods, C.J. Allen, N.L. Matlock | December 1980 |
| Skid Resistance of Nontangent Sections of Roadways | R.D. Tonda, R.A. Zimmer | February 1980 | |
| Performance Upgrading of Commercial Vehicle Rear Underride Guards: Volume 2B - Appendices | C.E. Buth, T.J. Hirsch, L.I. Griffin, M.E. James | March 1980 | |
| Performance Upgrading of Commercial Vehicle Rear Underride Guards: Volume 2 - Appendices | C.E. Buth, T.J. Hirsch, L.I. Griffin, M.E. James | March 1980 | |
| Safety Design and Operational Practices for Streets and Highways | N.J. Rowan, D.L. Woods, V.G. Stover, D.A. Anderson, J.H. Dozier | 1980 | |
| Performance Upgrading of Commercial Vehicle Rear Underride Guards: Volume 1 - Summary Report | C.E. Buth, T.J. Hirsch, L.I. Griffin, M.E. James | 1980 | |
| Tubular W-Beam Bridge Rail | 230-1 | T.J. Hirsch, J.J. Panak, C.E. Buth | October 1978 |
| Improved End Treatment for Metal Beam Guardrail | 189-1F | C.E. Buth, T.J. Hirsch | May 1977 |
| Alternatives for Improving Urban Transportation: A Management Overview | N.J. Rowan, D.L. Woods, V.G. Stover | October 1977 | |
| Safety Improvement Programming for Roadside Obstacles -- Instructor's Manual Volume II | 525-1F | G.D. Weaver, D.R. Hatcher, A. Huber, D.L. Woods | September 1977 |
| Increasing the Effectiveness of Public Hearings | 185-1F | D.L. Woods, D.D. Burke, J.H. Johnson | March 1976 |
| Evaluation of Residents' Attitudes and Expectations of a Planned Freeway | 148-6 | D.D. Burke, P.K. Guseman, J.L. Buffington, D.L. Schafer | April 1975 |
| Cost-Effectiveness Evaluation of Roadside Safety Improvements on Texas Highways--Appendix, Cost Effectiveness Analysis Manual | 15-2F | G.D. Weaver, D.L. Woods | August 1975 |
| Cost-Effectiveness Evaluation of Roadside Safety Improvements on Texas Highways--Final Report | 15-2F | G.D. Weaver, D.L. Woods | August 1975 |
| Tentative Pavement and Geometric Design Criteria for Minimizing Hydroplaning | FHWA-RD-75-11 | B.M. Gallaway, D.L. Ivey, H.E. Ross, W.B. Ledbetter, D.L. Woods, R.E. Schiller | February 1975 |
| Crash Tests of Five-Foot Radius Plate Beam Guardrail | J.W. Button, C.E. Buth, R.M. Olson | June 1975 | |
| Cost-Effectiveness Program for Roadside Safety Improvements on Texas Highways, Volume One: Procedures Manual | 15-1 | G.D. Weaver, E.R. Post, D.L. Woods, W.R. Ratcliff | August 1974 |
| Operating Instructions for Dynamic Pile Force Readout, Model 2174 (An Instrument for Measuring Peak Forces on Piles During Driving) | 174-1F | L.J. Milberger, R.A. Zimmer | August 1974 |
| Procedures Manual for Roadside Hazard Inventory and Safety Improvement Alternatives | 11-1 | G.D. Weaver, E.R. Post, D.L. Woods | January 1974 |
| Attitudes, Opinions and Experiences of Residents Displaced by Highways Under the 1970 Relocation Assistance Program | 159-1 | J.L. Buffington, H.G. Meuth, D.L. Schafer, R. Pledger, C. Bullion | June 1974 |
| Attitudes, Opinions and Experiences of Business and Institutional Relocatees Displaced by Highways Under the 1970 Relocation Assistance Program | 159-2 | J.L. Buffington, D.L. Schafer, C. Bullion | November 1974 |
| Cost-Effectiveness Program for Roadside Safety Improvements on Texas Highways--Volume Three, Cost-Effectiveness Analysis Manual | 15-1 | D.L. Woods, G.D. Weaver | 1974 |
| Torsional Stresses in Prestressed Concrete Bridge Beams | 168-1F | C.E. Buth | April 1973 |
| Pendulum Tests on Transformer Bases for Luminaire Supports | 146-9 | C.E. Buth, T.J. Hirsch, E.L. Marquis, J.W. Button | April 1973 |
| Cost-Effectiveness Analysis -- A Priority System for Roadside Safety Improvements | 11-4 | D.L. Woods | August 1973 |
| Development of Impact Attenuators Utilizing Waste Materials:Phase III | 846-3 | E.L. Marquis, T.J. Hirsch, C.E. Buth | October 1973 |
| Crash Test of Mile Post Marker | 146-8 | T.J. Hirsch, C.E. Buth | January 1972 |
| Attitudes, Opinions, and Expectations of Businessmen in a Planned Freeway Corridor | 148-2 | D.D. Burke, J.L. Buffington, H.G. Meuth, W.G. Adkins, D.L. Schafer | June 1972 |
| Evaluation of a Prestressed Panel, Cast-In-Place Concrete Bridge | 145-3 | C.E. Buth, H.L. Furr, H. Jones, A.A. Toprac | September 1972 |
| Torsional Strength of Prestressed Concrete Bridge Girders | 150-1F | C.E. Buth, H.L. Furr | August 1971 |
| Urban Traffic Noise Reduction: Final Report | 166-4F | D.L. Woods, M.F. Young | August 1971 |
| Highway Noise Reduction by Barrier Walls | 166-3 | M.F. Young, D.L. Woods | July 1971 |
| Highway Noise Measurement for Engineering Decisions | 166-2 | D.L. Woods, M.F. Young | June 1971 |
| Interim Report of Research on Full-Scale Prestressed Panel Type Bridge | 145-Prog | C.E. Buth, H.L. Furr, H. Jones | October 1971 |
| Threshold Noise Levels | 166-1 | M.F. Young, D.L. Woods | December 1970 |
| Procedures for Estimating the Total Load Experience of a Highway as Contributed by Cargo Vehicles | 131-2F | J.L. Buffington, D.L. Schafer, W.G. Adkins | September 1970 |
| Summary Report: Significant Points from the Diagnostic Field Studies | 606-4 | D.L. Woods, N.J. Rowan, J.H. Johnson | September 1970 |
| Fuel Tax Differentials of Texas Cargo Vehicles | 131-1 | J.L. Buffington, W.G. Adkins, D.L. Schafer | May 1968 |
| Performance Studies of Synthetic Aggregate Concrete | 81-6 | C.E. Buth, H.R. Blank, R.G. McKeen | September 1968 |
| Aggregate Absorption Factor as an Indicator of the Freeze-Thaw Durability of Structural Lightweight Concrete | 81-3 | W.B. Ledbetter, C.E. Buth | February 1967 |
| Clay, Aggregate and Concrete | 71-3F | C.E. Buth, D.L. Ivey, T.J. Hirsch | March 1967 |
| Progress Report on the Relationship between Laboratory and Field Performance of Lightweight Aggregate Concrete | 81 | C.E. Buth, W.B. Ledbetter | November 1966 |
| Correlation of Concrete Properties with Tests for Clay Content of Aggregate | 71-1 | C.E. Buth, D.L. Ivey, T.J. Hirsch | August 1964 |
Infrastructure Protection Program
| Title | Report Number | Author(s) | Date |
|---|---|---|---|
| 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 |
| 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 |
| 0-7052: Evaluation of Surface Mounted Median Guardrail | 0-7052-PSR | N.M. Sheikh, R.P. Bligh | March 2022 |
| 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 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 Crash Testing of Bicycle Railing on a Constant Slope Parapet | 616221-01 | M. Kiani, S. Moran, W.J. Schroeder, D.L. Kuhn | December 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 of a MASH Test Level 4 Compliant Guardrail | 0-7019-PSR | N.M. Sheikh, R.P. Bligh | June 2021 |
| Roadside Safety Device Analysis, Testing, and Evaluation Program | 0-6968-PSR | R.P. Bligh, A. Abuodeh, S. Cakalli, J.C. Kovar, S.M. Moran, N.D. Schulz, N.M. Sheikh, C. Silvestri Dobrovolny, W.F. Williams, A. Han, S. Park | June 2021 |
| Development of MASH Test Level 3 (TL-3) Compliant Transition Between Median Guardrail and Median Concrete Barrier | 0-6990-PSR | A. Abuodeh, N.D. Schulz, M. Kiani, A.L. Sheil | June 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 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 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 |
| 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 |
| 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 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 |
| 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 |
| 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 |
| Development of Low-Maintenance Cost Median Barriers with Enhanced Safety Features | 0-6895-PSR | A. Abuodeh, M.S. Brackin, J.C. Kovar, N.D. Schulz, R. Ferron, S. Ahsan, M. Rung | April 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 |
| Analysis of 54-Inch-Tall Single-Slope Concrete Barrier on a Structurally Independent Foundation | 0-6948-PSR | N.M. Sheikh, J.C. Kovar | October 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 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 |
| 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 |
| Strengthening of Existing Inverted-T Bent Caps: Design Recommendations and Examples | 0-6893-P1 | S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. Park | November 2018 |
| Strengthening of Existing Inverted-T Bent Cap | 0-6893-PSR | S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. Park | November 2018 |
| Strengthening of Existing Inverted-T Bent Caps -- Volume 2: Experimental Test Program | 0-6893-R1-VOL2 | S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. Park | November 2018 |
| Strengthening of Existing Inverted-T Bent Caps -- Volume 1: Preliminary Design | 0-6893-R1-VOL1 | S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. Park | November 2018 |
| 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 |
| 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 |
| Use of Finite Element Simulations to Parametrically Evaluate and Compare Seat Belt Restraint Systems and Related Injury Risk in Heavy Truck Frontal Crash Conditions | C. Silvestri Dobrovolny, N.D. Schulz | December 2015 | |
| Investigation of Heavy Truck Crashworthiness Through Use of Nonlinear Finite Element Computer Simulations | N.D. Schulz, C. Silvestri Dobrovolny | June 2015 | |
| Evaluation of the Crashworthiness Alternative of Raising Wood Blockouts on Wood Posts | 12-602371-00001 | C. Silvestri Dobrovolny, N.D. Schulz, A. Mohanakrishnan | June 2015 |
| Traffic Control Device Evaluation Program: Technical Report | 9-1001-14-1 | P.J. Carlson, L.L. Higgins, M.P. Pratt, M.D. Finley, L. Theiss, W.F. Williams, V. Iragavarapu, M. Ko, A.A. Nelson | March 2015 |
| Design and Finite Element Analysis of a MASH 31-inch W-Beam Guardrail System for Placement on 3H:1V Sloped Terrain Configuration (2014 WV-62) | 12-602951-00001 | C. Silvestri Dobrovolny, D.R. Arrington, N.D. Schulz, C.B. Xavier | September 2015 |
| Best Practices for Barrier Protection of Bridge Ends | 405160-38 | C. Silvestri Dobrovolny, M.S. Brackin, P. Betancourt | February 2014 |
| 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 |
| 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 |
| Single Slope Median Wall for Grade Separations | 405160-33/35 | C. Silvestri Dobrovolny, M.S. Brackin, D.R. Arrington | January 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 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 |
| Rebar Locator for Pinned Precast Barrier Application | 405160-32 | C. Silvestri Dobrovolny, W.F. Williams | August 2012 |
| Technical Memorandum: Signs and Light Standard Foundation Design When Installed on 2(H):1(V) or Flatter Slopes | 405160-22 | W.F. Williams | February 2012 |
| Development and Testing of Anchored Temporary Concrete Barrier for Use on Asphalt | 405160-00025 | N.M. Sheikh, W.L. Menges | May 2012 |
| Compendium of Student Papers: 2011 Undergraduate Transportation Scholars Program | SWUTC/11/476660-00003-4 | F.J. Desorcie, R. Jiang, P.C. Kelly, S.J. Larson, M.P. Rasulo, J.K. Rivera, H.M. Wood, H.G. Hawkins, Jr. | 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 3-11 of the TXDOT Portable Type 2 PCTB with Sign Support Assembly | 0-6143-1 | W.F. Williams, W.L. Menges | January 2011 |
| Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-2 | C.E. Buth, M.S. Brackin, W.F. Williams, G. Fry | March 2011 |
| Crash Wall Design for Mechanically Stabilized Earth (MSE) Retaining Wall Phase I: Engineering Analysis and Simulation | 405160-15 | A. Abuodeh, K. Kim, W.F. Williams, C.E. Buth, C.A. Patton | March 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 3-11 of the W-Beam Guardrail on Low-Fill Box Culvert | 405160-23-2 | W.F. Williams, W.L. Menges | November 2011 |
| Standards for Mounting Traffic Control Signs and Devices on Concrete Traffic Barrier (CTB) in Construction Work Zones | 0-6143-S | W.F. Williams | 2011 |
| Roadside Safety Device Crash Testing Program | 9-1002-S | R.P. Bligh, A. Abuodeh, D.R. Arrington, N.M. Sheikh, C. Silvestri Dobrovolny, W.F. Williams | 2011 |
| Evaluation of Existing T-Intersection Guardrail Systems for Equivalency with NCHRP Report 350 TL-2 Test Conditions | 405160-10 | A. Abuodeh, K. Kim, D.C. Alberson | August 2010 |
| 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 |
| Development of a TL-3 Deep Beam Tubular Backup Bridge Rail: Executive Summary Report | A. Abuodeh, C.E. Buth, W.F. Williams, K. Kim | December 2010 | |
| Development of a TL-3 Deep Beam Tubular Backup Bridge Rail | 476890-1 | A. Abuodeh, W.F. Williams, C.E. Buth, K. Kim | December 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 |
| Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-1 | C.E. Buth, W.F. Williams, M.S. Brackin, D. Lord, S.R. Geedipally, A. Abuodeh | May 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 |
| Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-S | C.E. Buth, M.S. Brackin, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abuodeh | 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 |
| 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 |
| Performance Evaluation of Cable Median Barrier Systems in Texas | 0-5609-1 | S.A. Cooner, Y.K. Rathod, D.C. Alberson, R.P. Bligh, S.E. Ranft, D. Sun | August 2009 |
| Development of Guidelines for Cable Median Barrier Systems in Texas | 0-5609-2 | S.A. Cooner, Y.K. Rathod, D.C. Alberson, R.P. Bligh, S.E. Ranft, D. Sun | December 2009 |
| Steel Posts over Underground Structures | 405160-12 T4541-AO | W.F. Williams | January 2009 |
| Analysis of Roadside Safety Devices for Use on Very High-Speed Roadways | 0-6071-1 | N.M. Sheikh, M. Ferdous, R.P. Bligh, A. Abuodeh | September 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 |
| 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 |
| In-Service Evaluation of Cable Median Barrier Performance | 0-5609-S | S.A. Cooner, D.C. Alberson, R.P. Bligh, S.E. Ranft, Y.K. Rathod, D. Sun | 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 |
| 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 |
| Development of Transition Element for Low-Profile Traffic Barrier to Standard Concrete Traffic Barrier | 0-5527-S | R.P. Bligh, W.L. Beason, N.M. Sheikh | January 2007 |
| 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 |
| Impact Performance Assessment of Roadside Safety Appurtenances | 0-5526-S | R.P. Bligh, N.M. Sheikh, A. Abuodeh | August 2006 |
| An Overview of the Development of a TxDOT In-Service Performance Evaluation Process for Roadside Safety Features | 0-4366-S | I. van Schalkwyk, R.P. Bligh, D.C. Alberson, D. Lance Bullard, Jr., D. Lord, S. Miaou | August 2006 |
| 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 |
| Analysis of the Impact Performance of Concrete Median Barrier Placed on or Adjacent to Slopes | 0-5210-1 | N.M. Sheikh, R.P. Bligh | May 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 |
| Adhesive Anchors for Retrofit/Repair of Bridge Rails: Summary Report | 0-4823-T1-S | W.F. Williams | October 2006 |
| Development of Low-Deflection Precast Concrete Barrier | 0-4162-3 | R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. Reagan | January 2005 |
| Evaluation of Florida DOT Transportation Safety Devices | 9-8132-S | D.C. Alberson | July 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 |
| Developing an In-Service Performance Evaluation (ISPE) for Roadside Safety Features in Texas | 0-4366-1 | I. van Schalkwyk, R.P. Bligh, D.C. Alberson, D.L. Bullard, D. Lord, S. Miaou | December 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 |
| 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 |
| Testing of the Retrofitted T102R Bridge Railing | 409390-1 | W.F. Williams | June 2004 |
| Evaluation of the FDOT Variant of the Modified Kansas Corral Bridge Railing | 9-8132-2 | D.C. Alberson | March 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 |
| 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 |
| 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 |
| 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 |
| Summary and Recommendations of Recycled Materials in Roadside Safety Devices | 1458-S | R.P. Bligh, D.C. Alberson, B.G. Butler | February 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 |
| Laboratory Testing of Recycled Materials in Roadside Safety Devices | 1458-2 | R.P. Bligh, D.C. Alberson, A.O. Atahan, A.R. Bowen | November 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 |
| 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 3-11 of Georgia Temporary Concrete Barriers | 404821-1 | W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. Williams | 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 |
| 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 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Barriers to Use of Transportation Alternatives by People with Disabilities | SWUTC/98/467402-1 | R.J. Koppa, B.T. Davies, K.S. Rodriguez | 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 |
| 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 |
| Testing and Evaluation of Wyoming Road Closure Gate | TTI-1997-11 | K.K. Mak, R.P. Bligh, D.C. Alberson | 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 |
| 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 |
| 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 | |
| Positive Guidance and Older Motorists - Guidelines for Maintenance Supervisors | SWUTC/96/721917-2 | F.A. Greene, R.J. Koppa, K.S. Rodriguez, S. Wright | December 1996 |
| Testing and Evaluation of the Modified MELT | FHWA-RD-96-202 | D.C. Alberson, D.L. Bullard | 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 |
| 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 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 |
| Crash Testing A Reusable Polyethylene Narrow Impact Attenuation System Test 270687 VAN9 | D.C. Alberson | April 1995 | |
| Crash Testing a Reusable Polyethylene Narrow Impact Attenuation System | D.C. Alberson | April 1995 | |
| NCHRP Report 350 Compliance Tests of the ADIEM | TTI-1995-5 | D.L. Ivey, D.C. Alberson, W.L. Menges | December 1995 |
| Applications of Recycled Materials in Roadside Safety Devices | 1458-1 | R.P. Bligh, D.C. Alberson, B.G. Butler | June 1995 |
| Short-Radius Thrie Beam Treatment for Intersecting Streets and Drives | 1442-1F | R.P. Bligh, H.E. Ross, D.C. Alberson | November 1994 |
| Crash Testing a Reusable Polyethylene Narrow Impact Attenuation System, Test 472380-6 | TTI-1994-28 | D.C. Alberson | October 1994 |
| Mailbox Bracket Crash Tests | 1945-2F | H.E. Ross, D.L. Bullard, D.C. Alberson | November 1993 |
| Bridge Deck Designs for Railing Impacts | 295-1F | A.G. Arnold, T.J. Hirsch | August 1985 |
| Perforated Tension Fuse Plate for Breakaway Roadside Signs | 343-3F | T.J. Hirsch, W.L. Fairbanks, A.G. Arnold | October 1984 |
| Maryland Turned-Down Guardrail Terminal: Final Report on Research Stud No. AW080-237-046 | AW080-237-046 | T.J. Hirsch, T.J. Dolf, A.G. Arnold | 1982 |
| Full-Scale Crash Test of Tru-Beam Aluminum Bridge Railing | A.G. Arnold, C.E. Buth | June 1981 | |
| Bridge Rail to Restrain and Redirect 80,000 Lb. Trucks | 230-4F | T.J. Hirsch, A.G. Arnold | November 1981 |
Proving Ground Support
| Title | Report Number | Author(s) | Date |
|---|---|---|---|
| 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 |
| 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 3-37 of the TxDOT 31-Inch W-Beam Downstream Anchor Terminal | 9-1002-6 | D.R. Arrington, R.P. Bligh, W.L. Menges | December 2011 |
| 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 3-11 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 3-10 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 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 5-12 of the Schock ComBAR Parapet | 401761-SBG1 | C.E. Buth, 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 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 |
| 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 |
| Crash Testing and Evaluation of TxDOT Burn Ban Signs | 0-5210-5 | 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 |
| 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 |
| 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 |
| Dynamic Testing of the T223 Bridge Rail | 0-5210-8 | W.F. Williams, R.P. Bligh, W.L. Menges | September 2009 |
| MASH08 Test 3-11 of the Rockingham Precast Concrete Barrier | 400001-RPC4 | C.E. Buth, W.F. Williams, 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 |
| 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 |
| MTC Roadside Call Box Crashworthiness Study | 474240-06001-F | D.L. Bullard, D. Lord, A. Abuodeh, W.L. Menges | 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 |
| 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 |
| Railing Design for New Truss Bridges | 0-4419-4 | W.F. Williams, C. Eugene Buth, W.L. Menges | 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 |
| Crash Testing and Evaluation of the ITS Call Box | 474240/08-6&7 | D.L. Bullard, W.L. Menges, R.R. Reagan | October 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 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 |
| 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 |
| 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 |
| 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 |
| 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 3-11 of Georgia Temporary Concrete Barriers | 404821-1 | W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. Williams | 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 |