21–40 von 44 Ergebnissen
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    Crash Testing and Evaluation of the Modified T77 Bridge Rail

    D. L. Bullard / C. E. Buth / W. F. Williams et al. | NTIS | 2003
    Verlag: Texas Transportation Inst., College Station

    Testing and Evaluation of the Florida Jersey Safety Shaped Bridge Rail

    D. C. Alberson / W. F. Williams / W. L. Menges et al. | NTIS | 2004
    Verlag: Texas Transportation Inst., College Station

    TL-4 Crash Testing of the F411 Bridge Rail

    D. C. Alberson / W. L. Menges / R. R. Haug | NTIS | 2004
    Verlag: Texas Transportation Inst., College Station

    Design and Evaluation of the TxDOT F411 and T77 Aesthetic Bridge Rails

    D. L. Bullard / W. F. Williams / W. L. Menges et al. | NTIS | 2002
    Verlag: Texas Transportation Inst., College Station

    Impact Performance Evaluation of Work Zone Traffic Control Devices

    R. P. Bligh / D. L. Bullard / W. L. Menges et al. | NTIS | 2000
    Verlag: Texas Transportation Inst., College Station

    Testing of State Roadside Safety Systems. Volume 3. Appendix B. Crash Testing and Evaluation of a Guardrail System for Low-Fill Culvert

    K. K. Mak / R. P. Bligh / W. L. Menges | NTIS | 1999
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 2. Appendix A. Oregon Side Mounted Bridge Railing

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 9; Appendix H. Illinois Side Mount Bridge Railing

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 13: Appendix L. 32-in (813-mm) Thrie-Beam Transition

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 6. Appendix E. 32-in (813-mm) New Jersey Safety Shape

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Evaluation of a Modified Steel Post W-Beam Guardrail System

    R. P. Bligh / W. L. Menges / B. G. Butler | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    NCHRP Report 350 Compliance Test of the New Jersey Safety Shaped Barrier

    K. K. Mak / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 10: Appendix I. 42-in (1.07-m) Concrete Parapet Bridge Railing

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 12: Appendix K. Oregon Transition

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station

    Evaluation of the Crashworthiness of Thin-Walled Aluminum and Steel U-Channel Sign Supports

    D. L. Bullard / W. L. Menges | NTIS | 1995
    Verlag: Texas Transportation Inst., College Station

    NCHRP Report 350 Test 3-11 of the Texas Type T6 Bridge Rail

    C. E. Buth / R. P. Bligh / W. L. Menges | NTIS | 1998
    Verlag: Texas Transportation Inst., College Station

    Testing of State Roadside Safety Systems. Volume 1. Technical Report

    K. K. Mak / R. P. Bligh / W. L. Menges | NTIS | 1999
    Verlag: Texas Transportation Inst., College Station

    Testing of New Bridge Rail and Transition Designs. Volume 5. Appendix D. 32-in (813-mm) Concrete Parapet Bridge Railing

    C. E. Buth / T. J. Hirsch / W. L. Menges | NTIS | 1997
    Verlag: Texas Transportation Inst., College Station