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Design, Testing & Performance Evaluation

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Publications

TitleReport NumberAuthor(s)Date
MASH TL-4 Evaluation of the TxDOT Type C2P Bridge Rail9-1002-15-2 Rev.1W.F. Williams, R.P. Bligh, W.L. Menges, D.L. KuhnJune 2022
MASH TL-4 Evaluation of the Flared Cast-In-Place Concrete Barrier611901-06C. Silvestri Dobrovolny, M. Kiani, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. KuhnAugust 2021
MASH Test 3-21 Evaluation of Short W-Beam Transition613121-01-1M. Kiani, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. KuhnAugust 2021
MASH TL-4 Crash Testing of Bicycle Railing on a Constant Slope Parapet616221-01M. Kiani, S. Moran, W.J. Schroeder, D.L. KuhnDecember 2021
Development of MASH Test Level 3 (TL-3) Compliant Transition Between Median Guardrail and Median Concrete Barrier0-6990-PSRA. Abuodeh, N.D. Schulz, M. Kiani, A.L. SheilJune 2021
Development of Modified TxDOT Single-Post Skid-Mounted Sign Support0-6968-R3R.P. Bligh, Nathan D. Schulz, W.L. Menges, W. Schroeder, Darrell L. KuhnJune 2021
MASH TL-3 Transition Between Median Guardrail and Median Concrete Barrier0-6990-R1A. Abuodeh, N.D. Schulz, M. Kiani, A.L. Sheil, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. KuhnJune 2021
Roadside Safety Device Analysis, Testing, and Evaluation Program0-6968-PSRR.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. ParkJune 2021
MASH Test 4-12 on T2P Retrofit Bridge Rail0-7086-R5W.F. Williams, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. KuhnSeptember 2021
MASH TL-3 Evaluation of Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure0-6954-R1W.F. Williams, A. Abuodeh, M. Kiani, M.M. Martinez, S.M. Moran, W.L. Menges, G.E. Schroeder, B.L. GriffithOctober 2020
Guardrail to Rigid Barrier Transition Attached to Bridge or Culvert Structure0-6954-PSRW.F. Williams, A. Abuodeh, M. Kiani, M.M. Martinez, S.M. Moran, W.L. Menges, G.E. Schroeder, B.L. GriffithOctober 2020
Development of MASH Test Level 2 (TL-2) Short Radius Guardrail Treatment on Texas Roadways0-6913-PSRA. Abuodeh, N. de la Fuente, D.L. BullardApril 2019
Crash Test and Evaluation of TL-2 Short Radius Guardrail Treatment0-6913-R1A. Abuodeh, N. de la Fuente, W.L. Menges, D.L. KuhnApril 2019
Development and MASH TL-4 Evaluation of TxDOT Rubber Mounted Single Slope Barrier0-6895-R1A. Abuodeh, M.S. Brackin, N.D. Schulz, J.C. Kovar, R. Ferron, S. Ahsan, M. Rung, W.L. Menges, D.L. KuhnApril 2019
Development of Low-Maintenance Cost Median Barriers with Enhanced Safety Features0-6895-PSRA. Abuodeh, M.S. Brackin, J.C. Kovar, N.D. Schulz, R. Ferron, S. Ahsan, M. RungApril 2019
Crash Testing and Evaluation of the TxDOT Short-Span Short-Radius Guardrail System9-1002-15-9A. Abuodeh, C.A. Mitchell, R.P. Bligh, W.L. Menges, D.L. KuhnJanuary 2018
Crash Test and Evaluation of Restrained Safety-Shape Concrete Barriers on Concrete Bridge Deck9-1002-15-3W.F. Williams, N.M. Sheikh, W.L. Menges, D.L. Kuhn, R.P. BlighJanuary 2018
Crash Test and Evaluation of the TxDOT T224 Bridge Rail9-1002-15-5W.F. Williams, R.P. Bligh, W.L. Menges, D.L. KuhnJanuary 2018
Strengthening of Existing Inverted-T Bent Caps: Design Recommendations and Examples0-6893-P1S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. ParkNovember 2018
Strengthening of Existing Inverted-T Bent Cap0-6893-PSRS. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. ParkNovember 2018
Strengthening of Existing Inverted-T Bent Caps -- Volume 2: Experimental Test Program0-6893-R1-VOL2S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. ParkNovember 2018
Strengthening of Existing Inverted-T Bent Caps -- Volume 1: Preliminary Design0-6893-R1-VOL1S. Hurlebaus, J.B. Mander, A.C. Birely, T. Terzioglu, J. Cui, S. ParkNovember 2018
Optimization of Thrie Beam Terminal End Shoe Connection9-1002-15-6A. Abuodeh, C.A. Smith, W.L. Menges, D.L. KuhnApril 2017
MASH TEST 3-11 of the TxDOT T222 Bridge Rail9-1002-12-13W.F. Williams, R.P. Bligh, W.L. MengesJuly 2016
MASH TL-3 Crash Testing and Evaluation of the TxDOT T631 Bridge Rail9-1002-12-12W.F. Williams, R.P. Bligh, W.L. Menges, D.L. KuhnJuly 2016
Use of Finite Element Simulations to Parametrically Evaluate and Compare Seat Belt Restraint Systems and Related Injury Risk in Heavy Truck Frontal Crash ConditionsC. Silvestri Dobrovolny, N.D. SchulzDecember 2015
Investigation of Heavy Truck Crashworthiness Through Use of Nonlinear Finite Element Computer SimulationsN.D. Schulz, C. Silvestri DobrovolnyJune 2015
Evaluation of the Crashworthiness Alternative of Raising Wood Blockouts on Wood Posts12-602371-00001C. Silvestri Dobrovolny, N.D. Schulz, A. MohanakrishnanJune 2015
Crash Test and MASH TL-3 Evaluation of the TxDOT Short Radius Guardrail0-6711-1A. Abuodeh, K.M. McCaskey, R.P. Bligh, W.L. Menges, D.L. KuhnMarch 2015
Traffic Control Device Evaluation Program: Technical Report9-1001-14-1P.J. Carlson, L.L. Higgins, M.P. Pratt, M.D. Finley, L. Theiss, W.F. Williams, V. Iragavarapu, M. Ko, A.A. NelsonMarch 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)12-602951-00001C. Silvestri Dobrovolny, D.R. Arrington, N.D. Schulz, C.B. XavierSeptember 2015
Short Radius MASH TL-3 Guardrail Treatment0-6711-SA. Abuodeh, K.M. McCaskey, R.P. Bligh2015
Best Practices for Barrier Protection of Bridge Ends405160-38C. Silvestri Dobrovolny, M.S. Brackin, P. BetancourtFebruary 2014
Crash Test and Evaluation of The TxDOT T631 Bridge Rail9-1002-12-10W.F. Williams, R.P. Bligh, W.L. Menges, D.L. KuhnJanuary 2014
Development and Evaluation of a MASH TL-3 31-Inch W-Beam Median Barrier9-1002-12-8A. Abuodeh, R.P. Bligh, M.L. Mason, W.L. MengesJanuary 2014
Signs on Concrete Median Barriers0-6646-1A. Abuodeh, W.F. Williams, M. Ferdous, M.T. Spencer, R.P. Bligh, W.L. MengesApril 2013
Single Slope Median Wall for Grade Separations405160-33/35C. Silvestri Dobrovolny, M.S. Brackin, D.R. ArringtonJanuary 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
Development and Testing of a Non-Pinned Low-Profile End Treatment9-1002-12-7W.L. Beason, M.S. Brackin, R.P. Bligh, W.L. MengesOctober 2013
Rebar Locator for Pinned Precast Barrier Application405160-32C. Silvestri Dobrovolny, W.F. WilliamsAugust 2012
Technical Memorandum: Signs and Light Standard Foundation Design When Installed on 2(H):1(V) or Flatter Slopes405160-22W.F. WilliamsFebruary 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
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
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. Reagan, W.F. Williams, G. Fry, D. Lord, S.R. Geedipally, A. Abuodeh, W.L. MengesApril 2011
Guardrail Deflection Analysis, Phase I: (2010-11)405160-24A. Abuodeh, K. Kim, R.P. BlighAugust 2011
MASH Test 3-11 of the TXDOT Portable Type 2 PCTB with Sign Support Assembly0-6143-1W.F. Williams, W.L. MengesJanuary 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
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 3-10 on 31-Inch W-Beam Guardrail with Standard Offset Blocks9-1002-4R.P. Bligh, A. Abuodeh, W.L. MengesMarch 2011
Crash Wall Design for Mechanically Stabilized Earth (MSE) Retaining Wall Phase I: Engineering Analysis and Simulation405160-15A. Abuodeh, K. Kim, W.F. Williams, C.E. Buth, C.A. PattonMarch 2011
MASH Test 3-11 of the W-Beam Guardrail on Low-Fill Box Culvert405160-23-2W.F. Williams, W.L. MengesNovember 2011
Standards for Mounting Traffic Control Signs and Devices on Concrete Traffic Barrier (CTB) in Construction Work Zones0-6143-SW.F. Williams2011
Roadside Safety Device Crash Testing Program9-1002-SR.P. Bligh, A. Abuodeh, D.R. Arrington, N.M. Sheikh, C. Silvestri Dobrovolny, W.F. Williams2011
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
Evaluation of Existing T-Intersection Guardrail Systems for Equivalency with NCHRP Report 350 TL-2 Test Conditions405160-10A. Abuodeh, K. Kim, D.C. AlbersonAugust 2010
Development of a TL-3 Deep Beam Tubular Backup Bridge Rail476890-1A. Abuodeh, W.F. Williams, C.E. Buth, K. KimDecember 2010
Development of a TL-3 Deep Beam Tubular Backup Bridge Rail: Executive Summary ReportA. Abuodeh, C.E. Buth, W.F. Williams, K. KimDecember 2010
Evaluation of Barriers for Very High Speed Roadways0-6071-2R.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. MengesMarch 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. AbuodehMay 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
Development of Roadside Safety Devices for Very High Speed Roadways0-6071-SR.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. Menges2010
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. Abuodeh2010
NCHRP Report 350 Test 3-11 of the Modified T8 Bridge Rail0-5210-6R.P. Bligh, W.F. Williams, W.L. MengesApril 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
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
Steel Posts over Underground Structures405160-12 T4541-AOW.F. WilliamsJanuary 2009
Analysis of Roadside Safety Devices for Use on Very High-Speed Roadways0-6071-1N.M. Sheikh, M. Ferdous, R.P. Bligh, A. AbuodehSeptember 2009
MASH08 Test 3-11 of the Rockingham Precast Concrete Barrier400001-RPC4C.E. Buth, W.F. Williams, W.L. MengesSeptember 2009
Dynamic Testing of the T223 Bridge Rail0-5210-8W.F. Williams, R.P. Bligh, W.L. MengesSeptember 2009
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
Analysis of a Flexible Bridge Rail System for High-Speed Roadways0-5210-4R.P. Bligh, A. Abuodeh, W.F. Williams, W.L. MengesDecember 2008
Crash Testing and Evaluation of the TxDOT Type T8 Bridge Rail407049-1W.F. Williams, R.P. Bligh, W.L. MengesMarch 2008
Crash Testing and Evaluation of the Modified G4(1S) W-Beam Guardrail on 2:1 Slope405160-4-1A. Abuodeh, R.P. Bligh, D.L. Bullard, W.L. MengesNovember 2008
Repair/Retrofit Anchorage Designs for Bridge Rails0-4823-T1-1W.F. Williams, C.E. Buth, W.L. MengesMarch 2007
Impact Performance Assessment of Roadside Safety Appurtenances0-5526-SR.P. Bligh, N.M. Sheikh, A. AbuodehAugust 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
NCHRP Report 350 Testing and Evaluation of NETC Bridge Rail Transitions401181-F (NETCR 53)D.C. Alberson, C.E. Buth, W.L. Menges, R.R. ReaganJanuary 2006
Adhesive Anchors for Retrofit/Repair of Bridge Rails: Summary Report0-4823-T1-SW.F. WilliamsOctober 2006
Evaluation of Florida DOT Transportation Safety Devices9-8132-SD.C. AlbersonJuly 2005
Testing and Evaluation of the Florida F Shape Bridge Rail with Reduced Deck Thickness9-8132-3D.C. Alberson, W.F. Williams, W.L. MengesMarch 2005
Retrofit Railings for Truss Bridges0-4419-5C.E. Buth, W.F. Williams, W.L. Menges, R.R. ReaganOctober 2005
Evaluation of Roadside Safety Devices Using Finite Element Analysis0-1816-1R.P. Bligh, A. Abuodeh, M.E. Hamilton, N.R. SeckingerAugust 2004
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
MTC Roadside Call Box Crashworthiness Study474240-06001-FD.L. Bullard, D. Lord, A. Abuodeh, W.L. MengesFebruary 2004
Testing and Evaluation of the Florida Jersey Safety Shaped Bridge Rail9-8132-1D.C. Alberson, W.F. Williams, W.L. Menges, R.R. ReaganFebruary 2004
Dynamic Response of Guardrail Systems Encased in Pavement Mow Strips0-4162-2R.P. Bligh, N.R. Seckinger, A. Abuodeh, P.N. Roschke, W.L. Menges, R.R. ReaganJanuary 2004
Testing and Evaluation of the Deception Pass State Park Log Rail400561-2D.L. Bullard, W.F. Williams, W.L. Menges, R.R. ReaganJuly 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
TL-4 Crash Testing of the F411 Bridge Rail9-8132-P7D.C. Alberson, W.L. Menges, R.R. ReaganOctober 2004
Railing Design for New Truss Bridges0-4419-4W.F. Williams, C. Eugene Buth, W.L. MengesOctober 2004
Test Level Three Testing of the Retrofit Rail for LLANO Truss Bridge409680-1W.F. Williams, C.E. Buth, W.L. Menges, R.R. Reagan2004
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.R. ReaganNovember 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.R. ReaganSeptember 2003
Evaluation of Texas Grid-Slot Portable Concrete Barrier System0-4162-1R.P. Bligh, D.L. Bullard, W.L. Menges, B.G. ButlerApril 2002
Full Scale Crash Testing of the Florida DOT Type F Curb400091-FSU1-4W.F. Williams, W.L. Menges, R.R. ReaganMarch 2002
Design and Evaluation of the TxDOT F411 and T77 Aesthetic Bridge Rails4288-1D.L. Bullard, W.F. Williams, W.L. Menges, R.R. ReaganOctober 2002
Evaluation of Dual Support, Triangular Slip-Base Sign Installations0-1792-8R.P. Bligh, D.C. Alberson, W.L. Menges, R.R. ReaganSeptember 2002
Testing and Evaluation of Recycled Materials in Roadside Safety Devices1458-3R.P. Bligh, W.L. Menges, D.C. AlbersonApril 2001
Summary and Recommendations of Recycled Materials in Roadside Safety Devices1458-SR.P. Bligh, D.C. Alberson, B.G. ButlerFebruary 2001
Evaluation of Design and Retrofit Concepts for Slip-Base Sign Support Systems7-3911-SR.P. Bligh, C.E. Buth, W.L. Menges, B.G. ButlerFebruary 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
Laboratory Testing of Recycled Materials in Roadside Safety Devices1458-2R.P. Bligh, D.C. Alberson, A.O. Atahan, A.R. BowenNovember 2001
NCHRP Report 350 Test 3-10 on the Modified PennDOT Type 2 Guide Rail - Test 4473750-4C.E. Buth, W.L. Menges, W.F. Williams, S.K. StoneAugust 2000
NCHRP Report 350 Evaluation of the Minnesota DOT Transitions473390-20R.P. Bligh, K.K. Mak, W.L. Menges, W.F. WilliamsDecember 2000
Test 12--NCHRP Report 350 Test 3-11 of the Modified Texas Type T6 Bridge Rail on Bridge Deck0-1804-10C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, B. AbbotFebruary 2000
NCHRP Report 350 Test 3-11 of Georgia Temporary Concrete Barriers404821-1W.L. Menges, C.E. Buth, R.A. Zimmer, W.F. WilliamsFebruary 2000
NCHRP Report 350 Test 3-21 of the Alaska Multi-State W-Beam Transition404311-7D.C. Alberson, W.L. Menges, C.E. Buth, W.F. Williams, S.K. StoneJuly 2000
NCHRP Report 350 Test 4-12 of the Alaska Multi-State Bridge Rail404311-3C.E. Buth, W.F. Williams, W.L. Menges, S.K. SchoenemanFebruary 1999
Testing and Evaluation of W-Beam Guardrails Buried-in-BackslopeFHWA-RD-99-055A.G. Arnold, C.E. Buth, W.L. MengesJanuary 1999
NCHRP Report 350 Test 4-22 of the Alaska Multi-State Bridge Rail Thrie-Beam Transitions404311-6C.E. Buth, W.F. Williams, W.L. Menges, S.K. StoneJuly 1999
NCHRP Report 350 Test 4-21 of the Alaska Multi-State Bridge Rail Thrie-Beam Transition404311-5C.E. Buth, W.F. Williams, W.L. Menges, S.K. StoneJuly 1999
Test 8 - NCHRP Report 350 Test 3-11 of the Modified Texas Type T6 Bridge Rail on Bridge Deck0-1804-8C.E. Buth, W.F. Williams, R.P. Bligh, W.L. MengesNovember 1999
Testing and Evaluation of the New York Two-rail Curbless and Four-rail Curbless Bridge Railing and the Box-Beam Transition404531-FC.E. Buth, W.L. Menges, W.F. WilliamsSeptember 1999
Tests 4, 5, & 6: NCHRP Report 350 Testlng of the Texas Type T202 Bridge Rail1804-3C.E. Buth, W.F. Williams, R.P. Bligh, W.L. Menges, B.G. ButlerDecember 1998
NCHRP Report 350 Test 4-11 of the Alaska Multi-State Bridge Rail404311-2C.E. Buth, W.F. Williams, W.L. Menges, S.K. SchoenemanDecember 1998
NCHRP Report 350 Test 4-10 of the Alaska Multi-State Bridge Rail404311-1C.E. Buth, W.F. Williams, W.L. Menges, S.K. SchoenemanDecember 1998
Barriers to Use of Transportation Alternatives by People with DisabilitiesSWUTC/98/467402-1R.J. Koppa, B.T. Davies, K.S. RodriguezJune 1998
Full-Scale Crash Testing and Evaluation of the Wide REACT SystemTTI Contract No. 400001-WDR 1-8C.E. Buth, W.L. Menges, B.G. ButlerMarch 1998
Testing and Evaluation of the Vermont W-beam Guardrail Terminal for Low Speed Areas473080-13A.G. Arnold, W.L. Menges, B.G. ButlerMay 1998
Testing and Evaluation of W-Beam Guardrails Buried-In-BackslopeFHWA RD-99-055A.G. Arnold, C.E. Buth, W.L. MengesJanuary 1997
Testing and Evaluation of Wyoming Road Closure GateTTI-1997-11K.K. Mak, R.P. Bligh, D.C. AlbersonJanuary 1997
Evaluation of a Modified Steel Post W-Beam Guardrail System7-3963-SR.P. Bligh, W.L. Menges, B.G. ButlerNovember 1997
NCHRP Report 350 Compliance Tests of the V-Loc Sign Support System405631-1FR.P. Bligh, W.L. Menges, D.C. AlbersonAugust 1996
NCHRP Report 350 Test 3-34 on the ADIEMD.L. Ivey, R.P. Bligh, W.L. Menges, J.C. Liu, A.G. ArnoldAugust 1996
Positive Guidance and Older Motorists - Guidelines for Maintenance SupervisorsSWUTC/96/721917-2F.A. Greene, R.J. Koppa, K.S. Rodriguez, S. WrightDecember 1996
Testing and Evaluation of the Modified MELTFHWA-RD-96-202D.C. Alberson, D.L. BullardFebruary 1996
Development and Testing of the Steel U-Channel Slip Splice Sign Support220500D.L. Bullard, D.C. Alberson, W.L. MengesMarch 1996
NCHRP Report 350 Compliance Test 5-12 of the 1.07 m Vertical Wall Bridge RailingFHWA-RD-96-199D.C. Alberson, R.A. Zimmer, W.L. MengesMay 1996
Design and Testing of a Break Away Mount for Cluster Box Unit (CBU) and Neighborhood Delivery and Collection Box Unit (NDCBU)TTI-1996-ID4391D.L. Bullard, D.C. Alberson, W.L. MengesMay 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. Menges1996
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. Alberson1996
Crash Testing a Reusable Polyethylene Narrow Impact Attenuation SystemD.C. AlbersonApril 1995
Crash Testing A Reusable Polyethylene Narrow Impact Attenuation System Test 270687 VAN9D.C. AlbersonApril 1995
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
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
Bridge Deck Designs for Railing Impacts295-1FA.G. Arnold, T.J. HirschAugust 1985
Perforated Tension Fuse Plate for Breakaway Roadside Signs343-3FT.J. Hirsch, W.L. Fairbanks, A.G. ArnoldOctober 1984
Maryland Turned-Down Guardrail Terminal: Final Report on Research Stud No. AW080-237-046AW080-237-046T.J. Hirsch, T.J. Dolf, A.G. Arnold1982
Full-Scale Crash Test of Tru-Beam Aluminum Bridge RailingA.G. Arnold, C.E. ButhJune 1981
Bridge Rail to Restrain and Redirect 80,000 Lb. Trucks230-4FT.J. Hirsch, A.G. ArnoldNovember 1981
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