| Title | Report Number | Author(s) | Date |
|---|---|---|---|
| Evaluation of Allowable Taper Rates of Freestanding Single-Slope Concrete Barriers | 0-7086-R2 | R.P. Bligh, S. Cakalli, N.M. Sheikh, W.J. Schroeder, D.L. Kuhn | August 2023 |
| Evaluation of Attachments to Concrete Barrier Systems to Deter Pedestrians - Volume 1: Technical Report | 0-7082-R1-Vol. 1 | C. Silvestri Dobrovolny, R.P. Bligh, M. Kiani, A. Zalani | August 2023 |
| Design and MASH TL-3 Evaluation of Surface Mounted Median Guardrail | 0-7052-R1 | N.M. Sheikh, R.P. Bligh, W.J. Schroeder, D.L. Kuhn | April 2022 |
| 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 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 |
| Development of a MASH Test Level 4 Compliant Guardrail | 0-7019-PSR | N.M. Sheikh, R.P. Bligh | 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 |
| 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 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 |
| 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 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 |
| 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 |
| 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 |
| 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 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 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 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 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 |
| 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: 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 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Development and Testing of Anchored Temporary Concrete Barrier for Use on Asphalt | 405160-00025 | N.M. Sheikh, W.L. Menges | May 2012 |
| MASH Test 3-11 on the T131RC Bridge Rail | 9-1002-12-1 | W.F. Williams, R.P. Bligh, W.L. Menges | October 2012 |
| MASH TL-3 Testing and Evaluation of a Steel Bridge Rail with Pickets | 9-1002-12-2 | W.F. Williams, R.P. Bligh, W.L. Menges | October 2012 |
| Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions | 9-4973-P2 | C.E. Buth, M.S. Brackin, L.S. Chatham, D.L. Bullard, R.R. Reagan, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abuodeh, W.L. Menges | April 2011 |
| Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails | 9-1002-5 | N.M. Sheikh, R.P. Bligh, W.L. Menges | December 2011 |
| MASH Test 3-11 of the TXDOT Portable Type 2 PCTB with Sign Support Assembly | 0-6143-1 | W.F. Williams, W.L. Menges | January 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 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 |
| 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 |
| Standards for Mounting Traffic Control Signs and Devices on Concrete Traffic Barrier (CTB) in Construction Work Zones | 0-6143-S | W.F. Williams | 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 |
| 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 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 |
| 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 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Guardrail End Treatments - Expanding the Safety Performance Spectrum | D.L. Ivey, W.L. Menges, D.C. Alberson | 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 |
| NCHRP Report 350 Test 3-11 of Georgia Temporary Concrete Barriers | 404821-1 | W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. Williams | February 2000 |
| Test 12--NCHRP Report 350 Test 3-11 of the Modified Texas Type T6 Bridge Rail on Bridge Deck | 0-1804-10 | C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, B. Abbot | February 2000 |
| NCHRP Report 350 Test 3-21 of the Alaska Multi-State W-Beam Transition | 404311-7 | D.C. Alberson, W.L. Menges, C.E. Buth, W.F. Williams, S.K. Stone | July 2000 |
| 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 |
| 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 |
| 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 |
| 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 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 |
| 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 |
| Crash Testing a Reusable Polyethylene Narrow Impact Attenuation System | D.C. Alberson | April 1995 | |
| Crash Testing A Reusable Polyethylene Narrow Impact Attenuation System Test 270687 VAN9 | 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 |
Roadside Safety and Physical Security
Design, Testing & Performance Evaluation