1–10 von 10 Ergebnissen
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    Continued Development of a Non-Proprietary, High-Tension, Cable End Terminal System

    R. W. Bielenberg / J. D. Reid / J. D. Schmidt et al. | NTIS | 2016

    Midwest Guardrail System (MGS) with an Omitted Post

    J. L. Ligenfelter / S. Rosenbaugh / R. W. Bielenberg et al. | NTIS | 2016

    Increased Span Length for the MGS Long-Span Guardrail System

    R. K. Faller / J. D. Reid / R. W. Bielenberg et al. | NTIS | 2014

    Dynamic Evaluation of MGS Stiffness Transition With Curb

    B. J. Winkelbauer / J. G. Putjenter / S. K. Rosenbaugh et al. | NTIS | 2014

    Determination of the Maximum MGS Mounting Height- Phase I Crash Testing

    C. J. Stolle / K. A. Lechtenberg / J. D. Reid et al. | NTIS | 2012

    Performance Evaluation of Type II and Type IIA Box Beam End Terminals. Volume 2: Appendices

    C. J. Stolle / L. Zhu / K. A. Lechtenberg et al. | NTIS | 2010

    Phase IV Development of a Short-Radius Guardrail for Intersecting Roadways

    C. S. Stolle / K. A. Polivka / R. W. Bielenberg et al. | NTIS | 2008

    Phase III Development of a Short-Radius Guardrail for Intersecting Roadways

    C. S. Stolle / K. A. Polivka / R. W. Bielenberg et al. | NTIS | 2007

    Midwest Guardrail System for Long-Span Culvert Applications

    R. W. Bielenberg / R. K. Faller / J. R. Rohde et al. | NTIS | 2007