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Design, Testing & Performance Evaluation

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Publications

TitleReport NumberAuthor(s)Date
Design and MASH TL-3 Evaluation of Surface Mounted Median Guardrail0-7052-R1N.M. Sheikh, R.P. Bligh, W.J. Schroeder, D.L. KuhnApril 2022
Develop Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers - Volume 2: Crash Report0-7059-R1-Vol2C. Silvestri Dobrovolny, W.J. Schroeder, D.L. KuhnJuly 2022
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
Development of Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers - Volume 1: Technical Report0-7059-R1-Vol1C. Silvestri Dobrovolny, S. Bhutani, A. Zalani, R.P. Bligh, S. Hurlebaus, H.S. Aldahlki, W.J. Schroeder, D.L. KuhnSeptember 2022
0-7059: Development of Guidelines for Inspection, Repair, and Use of Portable Concrete Barriers0-7059-PSRC. Silvestri Dobrovolny, S. Bhutani, A. Zalani, R.P. Bligh, S. Hurlebaus, H.S. Aldahlki, W. Schroeder, D.L. KuhnSeptember 2022
MASH Test 3-11 on W-Beam Guardrail with Rectangular Wood Posts in Concrete Mow Strip690900-AFP2S.M. Moran, 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 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 TL-4 Crash Testing of Bicycle Railing on a Constant Slope Parapet616221-01M. Kiani, S. Moran, W.J. Schroeder, D.L. KuhnDecember 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
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
Development and Evaluation of MASH TL-4 Guardrail System0-7019-R1N.M. Sheikh, R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, D.L. KuhnMay 2021
MASH Test 3-11 on F-Shape Portable Concrete Barrier with X-Bolt Connection0-7086-R1R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. KuhnOctober 2021
Development and MASH TL-4 Evaluation of TxDOT Large-Scupper Median Barrier for Flood-Prone Areas0-6976-R1C. 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. KuhnOctober 2021
MASH Test 5-12 Evaluation of TxDOT T80SS Barrier with Soundwall0-7086-R4R.P. Bligh, W.L. Menges, W.J. Schroeder, B.L. Griffith, S.A. Wegenast, D.L. KuhnSeptember 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 Test 4-12 of Shallow Anchorage Single Slope Traffic Rail (SSTR)0-6968-R10S.M. Moran, R.P. Bligh, W.L. Menges, W.J. Schroeder, D.L. KuhnDecember 2020
Development of MASH TL-3 Transitions for Cast in Place Concrete Barriers0-6968-R8N.M. Sheikh, S.M. Moran, S. Cakalli, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. KuhnJune 2020
MASH Evaluation of TxDOT Roadside Safety Features -- Phase III0-6946-R3R.P. Bligh, W.L. Menges, B.L. Griffith, G.E. Schroeder, D.L. KuhnMay 2020
Development of Structurally Independent Foundations for 36-Inch Tall Single Slope Traffic Rail (SSTR) for MASH TL-40-6968-R7N.M. Sheikh, R.P. Bligh, J.C. Kovar, S. Cakalli, W.L. Menges, G.E. Schroeder, D.L. KuhnOctober 2020
MASH Test 3-11 Evaluation of TxDOT W-Beam Guardrail With 7 1/2-Inch Diameter Round Wood Posts in Concrete Mow Strip0-6968-R2S.M. Moran, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. KuhnOctober 2020
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
Establishing Comprehensive Manual on Assessing Safety Hardware (MASH) Compliance for Roadside Safety Systems in Texas0-6946-PSRR.P. Bligh, B.L. Griffith, D.L. KuhnOctober 2020
MASH TL-3 Evaluation of TxDOT Extra-Large Mailboxes0-6968-R9C.S. Dobrovolny, R.P. Bligh, W.L. Menges, G.E. Schroeder, D.L. KuhnOctober 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
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
MASH TL-4 Testing and Evaluation of Free-Standing Single Slope Concrete Barrier with Cross-Bolt Connection0-6968-R5N.M. Sheikh, R.P. Bligh, W.L. Menges, D.L. Kuhn, G.E. SchroederJune 2019
MASH Test 3-11 Evaluation of Modified TxDOT Round Wood Post Guardrail System0-6968-R4J.C. Kovar, R.P. Bligh, B.L. Griffith, D.L. Kuhn, G.E. SchroederJune 2019
Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders0-6968-R6C. Silvestri Dobrovolny, S. Shi, J.C. Kovar, R.P. Bligh, D.L. Kuhn, B.L. GriffithJune 2019
MASH Evaluation of TxDOT Roadside Safety Features -- Phase II0-6946-R2R.P. Bligh, W.L. Menges, B.L. Griffith, G.E. Schroeder, D.L. KuhnMarch 2019
Analysis of 54-Inch Tall Single-Slope Concrete Barrier on a Structurally Independent Foundation0-6948-R1N.M. Sheikh, J.C. Kovar, S. Cakalli, W.L. Menges, G.E. Schroeder, D.L. KuhnSeptember 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
MASH Evaluation of TxDOT Roadside Safety Features - Phase I0-6946-1R.P. Bligh, W.L. Menges, D.L. KuhnJanuary 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
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
MASH TL-3 Evaluation of the TxDOT TL-3 Low-Profile Barrier for High Speed Applications0-6968-R1C. Silvestri Dobrovolny, S. Shi, R.P. Bligh, W.L. Menges, D.L. KuhnSeptember 2018
Optimization of Thrie Beam Terminal End Shoe Connection9-1002-15-6A. Abuodeh, C.A. Smith, W.L. Menges, D.L. KuhnApril 2017
Crash Testing and Evaluation of Multiple Mailbox Supports for Use with Locking Architectural MailboxesTest Report 9-1002-15-7C. Silvestri Dobrovolny, R.P. Bligh, W.L. MengesFebruary 2017
MASH Evaluation of TxDOT High-Mounting-Height Temporary Work Zone Sign Support System9-1002-15-8C.S. Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. Menges, D.L. KuhnFebruary 2017
MASH TEST 3-11 of the TxDOT T222 Bridge Rail9-1002-12-13W.F. Williams, R.P. Bligh, W.L. MengesJuly 2016
Crash Test and Evaluation of 3-ft Mounting Height Sign Support System9-1002-15-1N.M. Sheikh, R.P. Bligh, W.L. Menges, D.L. KuhnJuly 2016
Crash Test and Evaluation of Temporary Wood Sign Support System for Large Guide Signs9-1002-15-4D.R. Arrington, R.P. Bligh, W.L. Menges, D.L. KuhnJuly 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
Development of Delineator Testing Standard0-6772-1D.R. Arrington, L. Theiss, R.A. Zimmer, W.L. MengesFebruary 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
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
Transition for Anchored Temporary Concrete Barrier System in Asphalt Pavement - Phase II601651-1C. Silvestri Dobrovolny, N.M. Sheikh, W.L. MengesJune 2014
Temporary Large Guide Signs0-6782-1R.P. Bligh, D.R. Arrington, W.L. MengesMay 2014
Skid-Mounted Support System for Temporary Guide Signs0-6782-2R.P. Bligh, D.R. Arrington, W.L. Menges, D.L. KuhnNovember 2014
Crash Test and Evaluation of Locking Architectural Mailboxes9-1002-12-9R.P. Bligh, W.L. Menges, D.L. KuhnSeptember 2014
Development of Design Standards for Mounting Temporary Large Guide Signs0-6782-SR.P. Bligh, D.R. Arrington, W.L. Menges, D.L. Kuhn2014
MASH Full-Scale Crash Testing of 4-ft Mounting Height, 24"x30" Chevron Sign Installed on 5.5H:1V Slope Ditch9-1002-12-6C. Silvestri Dobrovolny, R.P. Bligh, W.L. MengesApril 2013
Signs on Concrete Median Barriers0-6646-1A. Abuodeh, W.F. Williams, M. Ferdous, M.T. Spencer, R.P. Bligh, W.L. MengesApril 2013
MASH Test 3-21 on TL-3 Thrie Beam Transition Without Curb9-1002-12-3D.R. Arrington, R.P. Bligh, W.L. MengesJuly 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 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
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
Crash Testing and Evaluation of the 12 ft Pinned F-Shape Temporary Barrier405160-3-1N.M. Sheikh, R.P. Bligh, W.L. MengesApril 2012
Development Guidance for Sign Design Standards0-6363-1C. Silvestri Dobrovolny, D.R. Arrington, R.P. Bligh, W.L. MengesFebruary 2012
Development and Testing of Anchored Temporary Concrete Barrier for Use on Asphalt405160-00025N.M. Sheikh, W.L. MengesMay 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
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 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
Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails9-1002-5N.M. Sheikh, R.P. Bligh, W.L. MengesDecember 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 MASH TL-3 Median Barrier Gate9-1002-2R.P. Bligh, D.R. Arrington, C. Silvestri Dobrovolny, W.L. MengesJune 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
Mash Test 3-10 on 31-Inch W-Beam Guardrail with Standard Offset Blocks9-1002-4R.P. Bligh, A. Abuodeh, W.L. MengesMarch 2011
MASH Test 5-12 of the Schock ComBAR Parapet401761-SBG1C.E. Buth, W.L. MengesMarch 2011
Mash Test 3-11 on the Texas T101 Bridge Rail9-1002-1R.P. Bligh, W.L. MengesMarch 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 Field Applied Fittings for Wire Rope Barrier and Conversion to High Tension405160-11-1D.R. Arrington, D.C. Alberson, W.L. MengesAugust 2010
NCHRP Report 350 Crash Testing and Evaluation of the S-Square® Mailbox System0-5210-7R.P. Bligh, W.L. MengesJanuary 2010
Evaluation of Barriers for Very High Speed Roadways0-6071-2R.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. MengesMarch 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
On-Going Evaluation of Traffic Control Devices0-6384-1P.J. Carlson, R.P. Bligh, A.M. Pike, J.D. Miles, W.L. Menges, S.C. PaulusSeptember 2010
Development of Roadside Safety Devices for Very High Speed Roadways0-6071-SR.P. Bligh, N.M. Sheikh, A. Abuodeh, W.L. Menges2010
NCHRP Report 350 Test 3-11 of the Modified T8 Bridge Rail0-5210-6R.P. Bligh, W.F. Williams, W.L. MengesApril 2009
Development and Testing of a Concrete Barrier Design for Use in Front Slope or On MSE Wall405160-00013-2N.M. Sheikh, R.P. Bligh, W.L. MengesAugust 2009
Crash Testing and Evaluation of TxDOT Burn Ban Signs0-5210-5R.P. Bligh, W.L. MengesAugust 2009
Video over IP Design Guidebook0-5942-P1R.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. ThomasDecember 2009
Alternative Design of Guardrail Posts in Asphalt or Concrete Mowing Pads405160-14-1D.R. Arrington, R.P. Bligh, W.L. MengesMay 2009
Comprehensive Guide to the Use of IP-Based Video for Traffic Operations0-5942-SR.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. ThomasMay 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 Barrier400001-RPC4C.E. Buth, W.F. Williams, W.L. MengesSeptember 2009
Development of a Video over IP Guidebook0-5942-1R.E. Brydia, B.E. Brackin, R.F. De Roche, J.D. Johnson, G.B. ThomasSeptember 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
Analysis of a Flexible Bridge Rail System for High-Speed Roadways0-5210-4R.P. Bligh, A. Abuodeh, W.F. Williams, W.L. MengesDecember 2008
Communications Trends and their Impact on TxDOT ITS Deployments0-5586-1R.E. Brydia, L. Ruback, R. Rajbhandari, J.D. Johnson, B.E. BrackinFebruary 2008
Crash Testing and Evaluation of F-Shape Barriers on Slopes0-5210-3N.M. Sheikh, R.P. Bligh, W.L. MengesMarch 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 Bexar Concrete Works F-Shape Concrete Traffic Barrier (CTB) with Quick-Bolt Connection400001-BCW1R.P. Bligh, W.L. MengesNovember 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
Development of a Low-Profile to F-Shape Transition Barrier Segment0-5527-1W.L. Beason, N.M. Sheikh, R.P. Bligh, W.L. MengesJanuary 2007
Repair/Retrofit Anchorage Designs for Bridge Rails0-4823-T1-1W.F. Williams, C.E. Buth, W.L. MengesMarch 2007
Wireline Communications: A Design Guidebook for Intelligent Transportation Systems: Expanded Materials5-4969-01-P1R.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. BalkeOctober 2007
Initial Assessment of Compliance of Texas Roadside Safety Hardware with Proposed Update to NCHRP Report 3500-5526-1R.P. Bligh, W.L. MengesSeptember 2007
Next Generation Communications Architecture for TxDOT ATMS0-5586-SR.E. Brydia, L. Ruback, R. Rajbhandari, J.D. Johnson, B.E. Brackin2007
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
NCHRP Report 350 Test 3-11 of the Long-span Guardrail with 5.7 M Clear Span and Nested W Beams Over 11.4 M405160-1-1C.E. Buth, D.L. Bullard, W.L. MengesJuly 2006
Crash Testing and Evaluation of the Shur-Tite (R) Multiple-Mailbox Mount0-5210-2N.M. Sheikh, R.P. Bligh, W.L. Menges, R.R. ReaganNovember 2006
Ethernet for ITS Field Data Communications0-4768-SL. Ruback, B.E. Brackin, D.W. RickersonApril 2005
Wireline Communications Workshop for Intelligent Transportation System Applications0-4969-SR.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. BalkeDecember 2005
Development of Low-Deflection Precast Concrete Barrier0-4162-3R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. ReaganJanuary 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
Portable Concrete Traffic Barrier for Maintenance Operations0-4692-1R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. ReaganMay 2005
Development of a Wireline Communications Design Guidebook for Intelligent Transportation Systems0-4969-1R.E. Brydia, B.E. Brackin, J.D. Johnson, G.B. Thomas, K.N. BalkeOctober 2005
Retrofit Railings for Truss Bridges0-4419-5C.E. Buth, W.F. Williams, W.L. Menges, R.R. ReaganOctober 2005
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
MTC Roadside Call Box Crashworthiness Study474240-06001-FD.L. Bullard, D. Lord, A. Abuodeh, W.L. MengesFebruary 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
TL-4 Crash Testing of the F411 Bridge Rail9-8132-P7D.C. Alberson, W.L. Menges, R.R. ReaganOctober 2004
Feasibility of Ethernet as a Center to Field Network for ITS Field Data Communications0-4768-1L. Ruback, B.E. Brackin, D.W. RickersonOctober 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
Work Zone Appurtenances Tested to NCHRP Report 350FHWA-RD-03-038R.P. Bligh, K.K. Mak, W.L. MengesJanuary 2003
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 ITS Call Box474240/08-6&7D.L. Bullard, W.L. Menges, R.R. ReaganOctober 2003
Evaluation of Guardrail to Concrete Bridge Rail Transitions0-4564-1R.P. Bligh, W.L. Menges, R.R. ReaganOctober 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
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
Testing and Evaluation of the Solar Panel Sign Support System0-1792-4D.L. Bullard, R.P. Bligh, W.L. Menges, S.K. StoneJanuary 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
Testing and Evaluation of a Pedestal Base Sign Support0-1792-3D.L. Bullard, R.P. Bligh, W.L. Menges, S.K. StoneJanuary 2001
NCHRP Report 350 Test 3-11 of the New York DOT Portable Concrete Barrier with I-Beam Connection (Retest)473220-14R.P. Bligh, W.L. Menges, S.K. SandersJuly 2001
NCHRP Report 350 Test 3-11 of the Steel-Backed Timber Guardrail405181-2D.L. Bullard, W.L. Menges, S.K. StoneJune 2001
Testing and Evaluation of Slip Base Sign Supports0-1792-5R.P. Bligh, D.L. Bullard, W.L. Menges, S.K. SchoenemanMay 2001
Testing and Evaluation of Molded Plastic Mailboxes0-1792-6R.P. Bligh, W.L. Menges, S.K. StoneSeptember 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
Impact Performance Evaluation of Work Zone Traffic Control Devices0-1792-2R.P. Bligh, D.L. Bullard, W.L. Menges, S.K. StoneDecember 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
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 3-21 of the Alaska Multi-State W-Beam Transition404311-7D.C. Alberson, W.L. Menges, C.E. Buth, W.F. Williams, S.K. StoneJuly 2000
Testing and Evaluation of a Modified G4(1S) Guardrail with W150x17.9 Steel Blockouts405421-2C.E. Buth, W.L. MengesFebruary 1999
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 3-11 of the Modified Virginia DOT Portable Concrete Barrier402041C.E. Buth, W.L. Menges, S.K. SchoenemanJanuary 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
Crash Testing and Evaluation of the Eccentric Loader Terminal (ELT)RF473390-01K.K. Mak, R.P. Bligh, W.L. MengesMarch 1999
Crash Testing of Ford Taurus, Chevrolet Lumina, Plymouth Neon, and Dodge Caravan - In Support of Finite Element Computer ModelingProject 472580K.K. Mak, R.P. Bligh, W.L. Menges, S.K. StoneMay 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
Testing of State Roadside Safety Systems Volume XIII: Appendix L - Crash Testing and Evaluation of the Modified MELTFHWA-RD-98-048K.K. Mak, W.L. MengesFebruary 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 SystemFHWA-RD-98-045K.K. Mak, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume VII: Appendix F - Crash Testing and Evaluation of the Minnesota Swing-Away Mailbox SupportFHWA-RD-98-042K.K. Mak, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume IX Appendix H- Crash Testing and Evaluation of the NETC Pl-2 Bridge Rail DesignFHWA-RD-98-044K.K. Mak, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume VI: Appendix E - Crash Testing and Evaluation of a Modified Breakaway Cable Terminal (BCT) DesignFHWA-RD-98-041K.K. Mak, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume XI: Appendix J - Crash Testing and Evaluation of Existing Guardrail SystemsFHWA-RD-98-046K.K. Mak, R.P. Bligh, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume VIII: Appendix G - Crash Testing and Evaluation of the Single Slope Bridge RailFHWA-RD-98-043K.K. Mak, W.L. MengesFebruary 1998
Testing of State Roadside Safety Systems Volume V: Appendix D - Crash Testing and Evaluation of a Washington, DC, PL-1 Bridge RailFHWA-RD-98-040K.K. Mak, W.L. MengesFebruary 1998
NCHRP Report 350 Test 3-11 of the Texas Type T6 Bridge Rail0-1804-4C.E. Buth, R.P. Bligh, W.L. MengesJuly 1998
NCHRP Report 350 Test 3-38 of the Modified Narrow Connecticut Impact Attenuation System (NCIAS)404231-5C.E. Buth, W.L. MengesJuly 1998
Test Level 2 Evaluation of the RENCO Ren-Gard 815 Truck Mounted Attenuator400001-REN 1&2C.E. Buth, W.L. MengesJuly 1998
NCHRP Report 350 Tests 3-36 and 3-30 of the Wide REACTContract No. 400001-WDR9-11C.E. Buth, W.L. MengesJune 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
Compliance Testing of an End Treatment for the Low-Profile Concrete Barrier1403-SW.L. Beason, W.L. Menges, D.L. IveyMay 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
NCHRP Report 350 Test 3-11 of the Texas Type T411 Bridge Rail0-1804-3C.E. Buth, R.P. Bligh, W.L. MengesMay 1998
Testing and Evaluation of a Modified Steel Post W-Beam Guardrail with Recycled Polyethylene BlockoutsTTI-1997-10R.P. Bligh, W.L. MengesFebruary 1997
Testing and Evaluation of W-Beam Guardrails Buried-In-BackslopeFHWA RD-99-055A.G. Arnold, C.E. Buth, W.L. MengesJanuary 1997
Evaluation of a Modified Steel Post W-Beam Guardrail System7-3963-SR.P. Bligh, W.L. Menges, B.G. ButlerNovember 1997
Evaluation of Work Zone Barricades7-3910-SK.K. Mak, R.P. Bligh, W.L. MengesNovember 1997
Furnace Butt Welded Pipe for Small Sign Supports7-2996-SC.E. Buth, R.P. Bligh, W.L. MengesNovember 1997
Testing and Evaluation of the W-Beam Transition (on Steel Posts with Timber Blockouts) to the Vertical Flared Back Concrete Bridge ParapetFHWA-RD-96-200K.K. Mak, W.L. Menges1997
Testing of State Roadside Safety Systems Volume IV: Appendix C - Crash Test and Evaluation of a Pennsylvania Transition DesignFHWA-RD-96-039K.K. Mak, W.L. MengesAugust 1996
NCHRP Report 350 Compliance Tests of the V-Loc Sign Support System405631-1FR.P. Bligh, W.L. Menges, D.C. AlbersonAugust 1996
Testing of State Roadside Safety Systems Volume III: Appendix B - Crash Testing and Evaluation of a Guardrail System for Low-Fill CulvertFHWA-RD-96-038K.K. Mak, R.P. Bligh, W.L. MengesAugust 1996
Testing of State Roadside Safety Systems, Volume II: Appendix A - Crash Testing and Evaluation of a Michigan Thrie-Beam Transition DesignFHWA-RD-96-037K.K. Mak, W.L. MengesAugust 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
Evaluation of Sign Substrates for Use with Plastic Drums2924-3FK.K. Mak, R.P. Bligh, W.L. MengesDecember 1996
Evaluation of Work Zone Barricades and Temporary Sign Supports5388-1FK.K. Mak, R.P. Bligh, W.L. MengesFebruary 1996
Development and Testing of the Steel U-Channel Slip Splice Sign Support220500D.L. Bullard, D.C. Alberson, W.L. MengesMarch 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
Testing and Evaluation of the Wyoming 740WYBRAIL Bridge Railing SystemFHWA-RD-96K.K. Mak, D.L. Bullard, W.L. MengesMay 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
Testing of State Roadside Safety Systems Volume XIV: Appendix M - Laboratory and Pendulum Testing of Modified Breakaway Wooden PostsFHWA-RD-96-K.K. Mak, R.P. Bligh, W.L. MengesSeptember 1996
Testing of State Roadside Safety Systems: Volume I - Technical ReportFHWA-RD-96-036K.K. Mak, R.P. Bligh, W.L. MengesSeptember 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. Alberson1996
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
Crash Testing and Evaluation of Retrofit Bridge Railings and TransitionFHWA-RD-96-032C.E. Buth, W.L. Menges1996
NCHRP Report 350 Compliance Tests of the ET-2000Projects 220510 & 220537H.E. Ross, W.L. Menges, D.L. BullardAugust 1995
Wyoming Test Level 4 Bridge RailingTTI-1996-1K.K. Mak, W.L. Menges, D.L. BullardDecember 1995
NCHRP Report 350 Compliance Tests of the ADIEMTTI-1995-5D.L. Ivey, D.C. Alberson, W.L. MengesDecember 1995
End Terminal for Box-Beam Median Barrier: Final ReportK.K. Mak, R.P. Bligh, D.L. Bullard, W.L. MengesJune 1995
Development of W-Beam Slotted Rail End Terminal DesignRF 7199-3FK.K. Mak, R.P. Bligh, W.L. MengesMay 1994
Testing of New Bridge Rail and Transition Designs - Volume XIII: Appendix L 32-In ( 813-Mm) Thrie-Beam TransitionFHWA-RD-93-156C.E. Buth, T.J. Hirsch, W.L. MengesSeptember 1993
Testing of New Bridge Rail and Transition Designs - Volume II, Appendix A: Oregon Side Mounted Bridge RailingFHWA-RD-93-059C.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume IV: Illinois 23991 Bridge Railing, Appendix CC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume VII: 32-In ( 813-Mm) F-Shape Bridge Railing, Appendix FC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs, Volume I: Technical ReportFHWA-RD-93-058C.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume VIII: Appendix G - BR27C Bridge RailingFHWA-RD-93-065C.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume Xi: 42-In (1. 07-M) F-Shape Bridge Railing Appendix JC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume II: Oregon Side Mounted Bridge Railing, Appendix AC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume VI: 32-In ( 813-Mm) New Jersey Safety Shape, Appendix EC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail Transition Designs, Volume V: 32-In (813-Mm) Concrete Parapet Bridge Railing, Appendix DC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume X: 42-In (1. 07-M) Concrete Parapet Bridge Railing, Appendix IC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume IX: Appendix H - Illinois Side Mount Bridge Railing7069-Vol. IXC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs, Volume III: Br27d Bridge Railing, Appendix BC.E. Buth, T.J. Hirsch, W.L. Menges1993
Testing of New Bridge Rail and Transition Designs - Volume XII: Oregon Transition, Appendix KC.E. Buth, T.J. Hirsch, W.L. Menges1993
Comparative Crash Tests Conducted on Seven Different Makes and Models of Truck Mounted Attenuators (TMAs)991-2W.L. CampiseAugust 1991
An Evaluation of Selected Truck Mounted Attenuators (TMA's) with Recommended Performance Specifications991-1L.I. Griffin, R.A. Zimmer, W.L. Campise, K.K. MakAugust 1991
Aesthetically Pleasing Concrete Combination Pedestrian-Traffic Bridge Rail - Texas Type C4111185-3FT.J. Hirsch, C.E. Buth, W.L. CampiseFebruary 1991
Testing and Evaluation of Work Zone Traffic Control Devices1938-1FK.K. Mak, R.A. Zimmer, W.L. CampiseNovember 1991
Testing and Evaluation of Sign Support with Cluster Attachments7137-1K.K. Mak, W.L. CampiseApril 1990
Aesthetically Pleasing Steel Pipe Bridge Rail - Texas Type T4211185-2T.J. Hirsch, C.E. Buth, W.L. Campise, D. KaderkaMay 1990
Testing and Evaluation of Work Zone Traffic Control Devices1917-1FK.K. Mak, W.L. CampiseOctober 1990
Aesthetically Pleasing Concrete Beam and Posts Bridge Rail - Texas Type T4111185-1T.J. Hirsch, C.E. Buth, W.L. Campise, D. KaderkaMarch 1989
Crash Test of Texas T202 Bridge Rail1179-2FT.J. Hirsch, C.E. Buth, W.L. Campise, D. KaderkaMay 1989
Performance Limits of Longitudinal Barrier Systems, Volume III - Appendix B: Details of Full-Scale Crash Tests on Longitudinal BarriersW.L. Menges, C.E. ButhMay 1985
Test and Evaluation of Neighborhood Mailbox343-2W.L. Menges, H.E. RossMarch 1984
Development of a High-Performance Median BarrierC.E. Buth, W.L. Menges, E.L. MarquisApril 1983
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