1–20 von 44 Ergebnissen
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    MASH TL-4 Testing and Evaluation of Free-Standing Single Slope Concrete Barrier with Cross-Bolt Connection

    N. M. Sheikh / R. P. Bligh / W. L. Menges et al. | NTIS | 2019
    Verlag: Texas Transportation Inst., College Station.

    Crash Test and Evaluation of TL-2 Short Radius Guardrail Treatment

    A. Y. Abu-Odeh / N. de la Fuente / W. L. Menges et al. | NTIS | 2019
    Verlag: Texas Transportation Inst., College Station.

    Development of a MASH TL-2 Guardrails-to-Bridge Rail Transition Compatible with 31-Inch Guardrail

    D. R. Arrington / R. P. Bligh / W. L. Menges | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    MASH Full-Scale Crash Testing on 4-ft Mounting Height, 24 inches x 30 inches Chevron Sign Installed on 5.5H:1V Slope Ditch

    C. Silvestri / R. P. Bligh / W. L. Menges | NTIS | 2013
    Verlag: Texas Transportation Inst., College Station

    MASH Test 3-21 on TL-3 Thrie Beam Transition Without Curb

    D. R. Arrington / R. P. Bligh / W. L. Menges | NTIS | 2013
    Verlag: Texas Transportation Inst., College Station

    MASH Test 3-37 of the TxDOT 31-Inch W-Beam Downstream Anchor Terminal

    D. R. Arrington / R. P. Bligh / W. L. Menges | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    Development and MASH Full-Scale Crash Testing of a High-Mounting-Height Temporary Single Sign Support with Aluminum Sign

    C. S. Dobrovolny / D. R. Arrington / R. P. Bligh et al. | NTIS | 2013
    Verlag: Texas Transportation Inst., College Station

    MASH Test 3-11 on the T131RC Bridge Rail

    W. F. Williams / R. P. Bligh / W. L. Menges | NTIS | 2012
    Verlag: Texas Transportation Inst., College Station

    MASH Test 3-11 on the Texas T101 Bridge Rail

    R. P. Bligh / W. L. Menges | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails

    N. M. Sheikh / R. P. Bligh / W. L. Menges | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    Development of a MASH TL-3 Median Barrier Gate

    R. P. Bligh / D. R. Arrington / N. M. Sheikh et al. | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    MASH Test 3-11 of the TxDOT Single Slope Bridge Rail (Type SSTR) on Pan-Formed Bridge Deck

    W. F. Williams / R. P. Bligh / W. L. Menges | NTIS | 2011
    Verlag: Texas Transportation Inst., College Station

    Evaluation of Barriers for Very High Speed Roadways

    R. P. Bligh / N. M. Sheikh / A. Y. Abu-Odeh et al. | NTIS | 2010
    Verlag: Texas Transportation Inst., College Station

    Evaluation of Existing Roadside Safety Hardware Using Updated Criteria. Volume 1. Technical Report. NCHRP Web-Only Document 157

    D. L. Bullard / R. P. Bligh / W. L. Menges et al. | NTIS | 2010
    Verlag: Texas Transportation Inst., College Station

    NCHRP Report 350 Test 3-11 on the Modified T8 Bridge Rail

    R. P. Bligh / W. F. Williams / W. L. Menges | NTIS | 2009
    Verlag: Texas Transportation Inst., College Station

    Analysis of a Flexible Bridge Rail System for High-Speed Roadways

    R. P. Bligh / A. Y. Abu-Odeh / W. F. Williams et al. | NTIS | 2008
    Verlag: Texas Transportation Inst., College Station

    NCHRP Report 350 Testing and Evaluation of NETC Bridge Rail Transitions

    D. C. Alberson / C. E. Buth / W. L. Menges et al. | NTIS | 2006
    Verlag: Texas Transportation Inst., College Station

    Crash Testing and Evaluation of the Shur-Tite(Trade Name) Multiple-Mailbox Mount

    N. M. Sheikh / R. P. Bligh / W. L. Menges et al. | NTIS | 2006
    Verlag: Texas Transportation Inst., College Station

    Development of Low-Deflection Precast Concrete Barrier

    R. P. Bligh / N. M. Sheikh / W. L. Menges et al. | NTIS | 2005
    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