(Comma-delimited above)
| 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 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 |
| 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 |
| Stacked W-Beam Transition for 31" Guardrail | 601721-000 | C. Silvestri Dobrovolny, D.R. Arrington, P. Betancourt, K.M. White | April 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 |
| 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: Technical Report | 0-6619-1 | R.A. Zimmer, E.G. Fernando | May 2013 |
| Evaluation of Skid Measurements Used by TxDOT | 0-6619-S | E.G. Fernando, R.A. Zimmer | 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 |
| 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 |
| 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 |
| 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 |
| 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 5-12 of the Schock ComBAR Parapet | 401761-SBG1 | C.E. Buth, W.L. Menges | 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 |
| 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 |
| 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 |
| Improvements to Large and Small Roadside Sign Hardware and Design | 0-6363-S | R.P. Bligh, D.R. Arrington, C. Silvestri Dobrovolny | 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 |
| 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 | |
| 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 |
| 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 |
| MASH08 Test 3-11 of the Rockingham Precast Concrete Barrier | 400001-RPC4 | C.E. Buth, W.F. Williams, W.L. Menges | September 2009 |
| Repair/Retrofit Anchorage Designs for Bridge Rails | 0-4823-T1-1 | W.F. Williams, C.E. Buth, W.L. Menges | March 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 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 |
| 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 |
| 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 |
| Speed Measurement with Inductance Loop Speed Traps | 1392-8 | D.L. Woods, B.P. Cronin, R.A. Hamm | August 1994 |
| Induction Loop Detector Systems Crosstalk | 1392-2 | V. Bhagat, D.L. Woods | August 1994 |
| Effective Placement of Detectors for Computerized Traffic Control Summary Report | 1392-9F | D.L. Woods, N.J. Rowan | December 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 |
| 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 |
| 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 |
| Strategies for Targeting Hispanic DWI Countermeasures | TTI-1994-9 | K.N. Womack, S.S. Frankel, R.N. Reinhardt | 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 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 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 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 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 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 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 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 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 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 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 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 Xi: 42-In (1. 07-M) F-Shape Bridge Railing Appendix J | 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 | RF 7143, VOL. 2 | 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 | RF143-F | 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 |
| 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 |
| Crash Test of Texas T202 Bridge Rail | 1179-2F | T.J. Hirsch, C.E. Buth, W.L. Campise, D. Kaderka | 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 | |
| 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 |
| Retrofit Railings for Through Truss Bridges | J.R. Morgan, C.E. Buth, R.M. Olson, 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 | |
| Delineation of Temporary Barriers in Work Zones | FHWA/RD-84/079 | R.Q. Brackett, M.A. Stuart, D.L. Woods, H.E. Ross | 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 | |
| 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 | |
| Operational and Safety Analysis of Two-Way and One-Way Frontage Roads | 288-2 | D.L. Woods, M. Chang, C.J. Allen | 1983 |
| Accident Analysis of the Conversion from Two-Way to One-Way Frontage Road Operation | 288-3 | D.L. Woods, M. Chang | 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 | |
| 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 |
| Pavement Edges and Vehicle Stability -- A Basis for Maintenance Guidelines | 328-1 | R.A. Zimmer, D.L. Ivey | September 1982 |
| Crashworthiness of Aluminum Tru-Beam Bridge Railing | RF 4583 | W.L. Campise, C.E. Buth | 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 | |
| No-Passing Zone Treatments for Special Geometric and Traffic Operational Situations: Summary Report | RF 3828-6 | G.D. Weaver, D.L. Woods | March 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: 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 2 - Appendices | C.E. Buth, T.J. Hirsch, L.I. Griffin, M.E. James | March 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 1 - Summary Report | C.E. Buth, T.J. Hirsch, L.I. Griffin, M.E. James | 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 | |
| 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 | |
| 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 |
| 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 |
| 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 |
| Urban Traffic Noise Reduction: Final Report | 166-4F | D.L. Woods, M.F. Young | August 1971 |
| Torsional Strength of Prestressed Concrete Bridge Girders | 150-1F | C.E. Buth, H.L. Furr | 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 |