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TitleReport NumberAuthor(s)Date
Signs on Concrete Median Barriers0-6646-1A. Abu-Odeh, W.F. Williams, M. Ferdous, M.T. Spencer, R.P. Bligh, W.L. MengesApril 2013
Development and MASH Full-Scale Crash Testing of a High-Mounting-Height Temporary Single Sign Support with Aluminum Sign9-1002-12-5C.S. Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. MengesMarch 2013
MASH TL-3 Testing and Evaluation of the TxDOT T131RC Bridge Rail Transition9-1002-12-4W.F. Williams, R.P. Bligh, W.L. MengesMarch 2013
MASH Test 3-11 on the T131RC Bridge Rail9-1002-12-1W.F. Williams, R.P. Bligh, W.L. MengesOctober 2012
MASH TL-3 Testing and Evaluation of a Steel Bridge Rail with Pickets9-1002-12-2W.F. Williams, R.P. Bligh, W.L. MengesOctober 2012
Rebar Locator for Pinned Precast Barrier ApplicationC. Silvestri, W.F. WilliamsAugust 2012
Compendium of Student Papers: 2011 Undergraduate Transportation Scholars ProgramSWUTC/11/476660-00003-4F.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 Guidance for Sign Design Standards0-6363-1C. Silvestri, D.R. Arrington, R.P. Bligh, W.L. MengesFebruary 2012
MASH Test 3-11 on the 5-Inch Cast In Place Deck Barrier Anchors9-1002-7D.R. Arrington, R.P. Bligh, W.L. MengesDecember 2011
MASH Test 3-37 of the TxDOT 31-Inch W-Beam Downstream Anchor Terminal9-1002-6D.R. Arrington, R.P. Bligh, W.L. MengesDecember 2011
Development of a MASH TL-2 Guardrail-to-Bridge Rail Transition Compatible with 31-inch Guardrail9-1002-8R.P. Bligh, D.R. Arrington, W.L. MengesDecember 2011
MASH Test 3-11 of the W-Beam Guardrail on Low-Fill Box Culvert405160-23-2W.F. Williams, W.L. MengesNovember 2011
Development of a MASH TL-3 Median Barrier Gate9-1002-2R.P. Bligh, D.R. Arrington, C. Silvestri, W.L. MengesJune 2011
Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions9-4973-P2C.E. Buth, M.S. Brackin, L.S. Chatham, D.L. Bullard, R.R. Haug, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abu-Odeh, W.L. MengesApril 2011
Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions9-4973-2C.E. Buth, M.S. Brackin, W.F. Williams, G. FryMarch 2011
Mash Test 3-11 of the TxDOT Single Slope Bridge Rail (Type SSTR) on Pan-Formed Bridge Deck9-1002-3W.F. Williams, R.P. Bligh, W.L. MengesMarch 2011
Crash Wall Design for Mechanically Stabilized Earth (MSE) Retaining Wall Phase I: Engineering Analysis and Simulation405160-15A. Abu-Odeh, K. Kim, W.F. Williams, C.E. Buth, C.A. PattonMarch 2011
MASH Test 3-11 of the TXDOT Portable Type 2 PCTB with Sign Support Assembly0-6143-1W.F. Williams, W.L. MengesJanuary 2011
Development of a TL-3 Deep Beam Tubular Backup Bridge Rail476890-1A. Abu-Odeh, W.F. Williams, C.E. Buth, K. KimDecember 2010
Development of a TL-3 Deep Beam Tubular Backup Bridge Rail: Executive Summary ReportA. Abu-Odeh, C.E. Buth, W.F. Williams, K. KimDecember 2010
MASH Test 3-11 of the WSDOT Pin and Loop Concrete Barrier with drainage Slots405160-18-1W.F. Williams, N.M. Sheikh, W.L. MengesNovember 2010
Evaluation of Existing T-Intersection Guardrail Systems for Equivalency with NCHRP Report 350 TL-2 Test Conditions405160-10A. Abu-Odeh, K. Kim, D.C. AlbersonAugust 2010
Development of Field Applied Fittings for Wire Rope Barrier and Conversion to High Tension405160-11-1D.R. Arrington, D.C. Alberson, W.L. MengesAugust 2010
Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions9-4973-1C.E. Buth, W.F. Williams, M.S. Brackin, D. Lord, S.R. Geedipally, A. Abu-OdehMay 2010
Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions9-4973-SC.E. Buth, M.S. Brackin, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abu-Odeh 2010
Development of Guidelines for Cable Median Barrier Systems in Texas0-5609-2S.A. Cooner, Y.K. Rathod, D.C. Alberson, R.P. Bligh, S.E. Ranft, D. SunDecember 2009
Dynamic Testing of the T223 Bridge Rail0-5210-8W.F. Williams, R.P. Bligh, W.L. MengesSeptember 2009
MASH08 Test 3-11 of the Rockingham Precast Concrete BarrierC.E. Buth, W.F. Williams, W.L. MengesSeptember 2009
Performance Evaluation of Cable Median Barrier Systems in Texas0-5609-1S.A. Cooner, Y.K. Rathod, D.C. Alberson, R.P. Bligh, S.E. Ranft, D. SunAugust 2009
Alternative Design of Guardrail Posts in Asphalt or Concrete Mowing Pads405160-14-1D.R. Arrington, R.P. Bligh, W.L. MengesJuly 2009
NCHRP Report 350 Test 3-11 of the Modified T8 Bridge Rail0-5210-6R.P. Bligh, W.F. Williams, W.L. MengesApril 2009
Steel Posts over Underground Structures405160-12 T4541-AOW.F. WilliamsJanuary 2009
Analysis of a Flexible Bridge Rail System for High-Speed Roadways0-5210-4R.P. Bligh, A. Abu-Odeh, W.F. Williams, W.L. MengesDecember 2008
Crash Testing and Evaluation of W-Beam Guardrail on Box Culvert405160-5-1W.F. Williams, R.P. Bligh, D.L. Bullard, W.L. MengesAugust 2008
In-Service Evaluation of Cable Median Barrier Performance0-5609-SS.A. Cooner, D.C. Alberson, R.P. Bligh, S.E. Ranft, Y.K. Rathod, D. SunAugust 2008
Crash Testing and Evaluation of the TxDOT Type T8 Bridge Rail407049-1W.F. Williams, R.P. Bligh, W.L. MengesMarch 2008
Repair/Retrofit Anchorage Designs for Bridge Rails0-4823-T1-1W.F. Williams, C.E. Buth, W.L. MengesMarch 2007
Adhesive Anchors for Retrofit/Repair of Bridge Rails: Summary Report0-4823-T1-SW.F. WilliamsOctober 2006
An Overview of the Development of a TxDOT In-Service Performance Evaluation Process for Roadside Safety Features0-4366-SI. van Schalkwyk, R.P. Bligh, D.C. Alberson, D. Lance Bullard, Jr., D. Lord, S. MiaouAugust 2006
Retrofit Railings for Truss Bridges0-4419-5C.E. Buth, W.F. Williams, W.L. Menges, R.R. HaugOctober 2005
Evaluation of Florida DOT Transportation Safety Devices9-8132-SD.C. AlbersonJuly 2005
Developing an In-Service Performance Evaluation (ISPE) for Roadside Safety Features in Texas0-4366-1I. van Schalkwyk, R.P. Bligh, D.C. Alberson, D.L. Bullard, D. Lord, S. MiaouDecember 2004
Railing Design for New Truss Bridges0-4419-4W.F. Williams, C. Eugene Buth, W.L. MengesOctober 2004
TL-4 Crash Testing of the F411 Bridge Rail9-8132-P7D.C. Alberson, W.L. Menges, R.R. HaugOctober 2004
Testing of the Retrofitted T102R Bridge Railing409390-1W.F. WilliamsJune 2004
Evaluation of the FDOT Variant of the Modified Kansas Corral Bridge Railing9-8132-2D.C. AlbersonMarch 2004
Testing and Evaluation of the Florida Jersey Safety Shaped Bridge Rail9-8132-1D.C. Alberson, W.F. Williams, W.L. Menges, R. HaugFebruary 2004
Test Level Three Testing of the Retrofit Rail for LLANO Truss Bridge409680-1W.F. Williams, C.E. Buth, W.L. Menges, R.R. Haug 2004
Performance of the TxDOT T202 (MOD) Bridge Rail Reinforced with Fiber Reinforced Polymer Bars0-4138-3C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, R. HaugNovember 2003
Crash Testing and Evaluation of the Modified T77 Bridge Rail0-4852-1D.L. Bullard, C.E. Buth, W.F. Williams, W.L. Menges, R. HaugSeptember 2003
Design and Evaluation of the TxDOT F411 and T77 Aesthetic Bridge Rails4288-1D.L. Bullard, W.F. Williams, W.L. Menges, R. HaugOctober 2002
Evaluation of Dual Support, Triangular Slip-Base Sign Installations0-1792-8R.P. Bligh, D.C. Alberson, W.L. Menges, R. HaugSeptember 2002
Summary and Recommendations of Recycled Materials in Roadside Safety Devices1458-SR.P. Bligh, D.C. Alberson, B.G. ButlerFebruary 2002
Laboratory Testing of Recycled Materials in Roadside Safety Devices1458-2R.P. Bligh, D.C. Alberson, A.O. Atahan, A.R. BowenNovember 2001
Testing and Evaluation of Recycled Materials in Roadside Safety Devices1458-3R.P. Bligh, W.L. Menges, D.C. AlbersonApril 2001
NCHRP Report 350 Evaluation of the T501 Bridge Rail with Soundwall408460-FD.L. Bullard, C.E. Buth, W.F. Williams, W.L. Menges, S.K. SchoenemanJanuary 2001
NCHRP Report 350 Test 3-11 of Georgia Temporary Concrete Barriers404821-1W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. WilliamsFebruary 2000
Testing and Evaluation of Wyoming Road Closure GateTTI-1997-11K.K. Mak, R.P. Bligh, D.C. AlbersonJanuary 1997
NCHRP Report 350 Compliance Tests of the V-Loc Sign Support System (Prepared for Foresight Products, Inc.)405631-1FR.P. Bligh, W.L. Menges, D.C. AlbersonAugust 1996
Design and Testing of a Break Away Mount for Cluster Box Unit (CBU) and Neighborhood Delivery and Collection Box Unit (NDCBU)Research Project 405461D.L. Bullard, D.C. Alberson, W.L. MengesMay 1996
NCHRP Report 350 Compliance Test 5-12 of the 1.07 m Vertical Wall Bridge Railing405511-2D.C. Alberson, R.A. Zimmer, W.L. MengesMay 1996
Development and Testing of the Steel U-Channel Slip Splice Sign Support220500D.L. Bullard, D.C. Alberson, W.L. MengesMarch 1996
Testing and Evaluation of the Modified MELTFHWA-RD-96-202D.C. Alberson, D.L. BullardFebruary 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-96-174D.C. Alberson, R.A. Zimmer, W.L. Menges 1996
NCHRP Report 350 Compliance Test 3-11 of the Modified G4(1S) Guardrail with Timber BlockoutsFHWA-RD-96-175D.L. Bullard, W.L. Menges, D.C. Alberson 1996
NCHRP Report 350 Compliance Tests of the ADIEMTTI-1995-5D.L. Ivey, D.C. Alberson, W.L. MengesDecember 1995
Applications of Recycled Materials in Roadside Safety Devices1458-1R.P. Bligh, D.C. Alberson, B.G. ButlerJune 1995
Crash Testing A Reusable Polyethylene Narrow Impact Attenuation System Test 270687 VAN9D.C. AlbersonApril 1995
Crash Testing a Reusable Polyethylene Narrow Impact Attenuation System, Test 472380-8D.C. AlbersonApril 1995
Short-Radius Thrie Beam Treatment for Intersecting Streets and Drives1442-1FR.P. Bligh, H.E. Ross, D.C. AlbersonNovember 1994
Crash Testing a Reusable Polyethylene Narrow Impact Attenuation System, Test 472380-6TTI-1994-28D.C. AlbersonOctober 1994
Mailbox Bracket Crash Tests1945-2FH.E. Ross, D.L. Bullard, D.C. AlbersonNovember 1993