Search Results for - Narrowed by: Midwest Roadside Safety Facility. - Civil EngineeringSirsiDynix Enterprisehttps://catalog.iyte.edu.tr/client/en_US/default/default/qf$003dAUTHOR$002509Author$002509Midwest$002bRoadside$002bSafety$002bFacility.$002509Midwest$002bRoadside$002bSafety$002bFacility.$0026qf$003dLIBRARY$002509Library$0025091$00253AINSAAT$002509Civil$002bEngineering$0026ps$003d300$0026isd$003dtrue?2024-06-23T16:28:15ZEvaluation of alternate cable anchor designs and three-cable guardrail adjacent to steep slopeent://SD_ILS/0/SD_ILS:4464052024-06-23T16:28:15Z2024-06-23T16:28:15Zby Nelson, Ryan M.<br/>Format: Books<br/>Phase II development of a short-radius guardrail for intersecting roadwaysent://SD_ILS/0/SD_ILS:3911452024-06-23T16:28:15Z2024-06-23T16:28:15Zby Bielenberg, Bob W.<br/>Format: Books<br/>Safety performance evaluation of Minnesota's low-height, temporary rigid panel sign standent://SD_ILS/0/SD_ILS:3910782024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Embankment widening and slopes for energy absorbing end terminalsent://SD_ILS/0/SD_ILS:4086592024-06-23T16:28:15Z2024-06-23T16:28:15Zby Paulsen, Tony J.<br/>Format: Books<br/>Development and evaluation of a tie-down system for the redesigned F-shape concrete temporary barrierent://SD_ILS/0/SD_ILS:3911352024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Development of a tie-down system for temporary concrete barriersent://SD_ILS/0/SD_ILS:3910802024-06-23T16:28:15Z2024-06-23T16:28:15Zby Bielenberg, Bob W.<br/>Format: Books<br/>Analysis of sign attachments to breakaway luminaire supportsent://SD_ILS/0/SD_ILS:3910762024-06-23T16:28:15Z2024-06-23T16:28:15Zby Nelson, Ryan M.<br/>Format: Books<br/>Guardrail and guardrail terminals installed over curbs : phase IIent://SD_ILS/0/SD_ILS:3911012024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Safety performance evaluation of Minnesota's aluminum type III barricadesent://SD_ILS/0/SD_ILS:3911442024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Concept development of a short-radius guardrail system for intersecting roadwaysent://SD_ILS/0/SD_ILS:3911462024-06-23T16:28:15Z2024-06-23T16:28:15Zby Bielenberg, Bob W.<br/>Format: Books<br/>Development of a W-beam guardrail system for use on a 2:1 slopeent://SD_ILS/0/SD_ILS:3911392024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Crash testing of Missouri's W-beam to thrie-beam transition elementent://SD_ILS/0/SD_ILS:3911372024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Development of a 7.62-m long span guard rail system--Phase IIent://SD_ILS/0/SD_ILS:3911692024-06-23T16:28:15Z2024-06-23T16:28:15Zby Polivka, Karla A.<br/>Format: Books<br/>Development of a TL-3 F-shape temporary concrete median barrierent://SD_ILS/0/SD_ILS:3911332024-06-23T16:28:15Z2024-06-23T16:28:15Zby Faller, Ronald K.<br/>Format: Books<br/>Test level 4 evaluation of the Minnesota combination bridge railent://SD_ILS/0/SD_ILS:3921342024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, Brian G.<br/>Format: Books<br/>Performance level 2 tests on a 29-in. open concrete bridge rail.ent://SD_ILS/0/SD_ILS:3921362024-06-23T16:28:15Z2024-06-23T16:28:15Zby Midwest Roadside Safety Facility.<br/>Format: Books<br/>Performance evaluation of KDOT W-beam systemsent://SD_ILS/0/SD_ILS:4092092024-06-23T16:28:15Z2024-06-23T16:28:15Zby Holloway, J. C.<br/>Format: Books<br/>Guardrail Testing Program II: final reportent://SD_ILS/0/SD_ILS:3922842024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, B. G.<br/>Format: Books<br/>Development and testing of an approach guardrail transition to a single slope concrete median barrierent://SD_ILS/0/SD_ILS:4468112024-06-23T16:28:15Z2024-06-23T16:28:15Zby Soyland, Ketil.<br/>Format: Books<br/>Concept design and analysis of Nebraska turned-down approach terminal sectionsent://SD_ILS/0/SD_ILS:4467102024-06-23T16:28:15Z2024-06-23T16:28:15Zby Paulsen, Gene W.<br/>Format: Books<br/>Dynamic evaluation of Missouri's modified bridge anchor sectionent://SD_ILS/0/SD_ILS:3924022024-06-23T16:28:15Z2024-06-23T16:28:15Zby Faller, Ronald K.<br/>Format: Books<br/>Safety performance evaluation of a nested W-beam with half-post spacing over a low-fill culvertent://SD_ILS/0/SD_ILS:4086742024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, Brian G.<br/>Format: Books<br/>Safety performance evaluation of a modified perforated tension fuse plate for dual support breakaway signsent://SD_ILS/0/SD_ILS:4087032024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, Brian G.<br/>Format: Books<br/>Performance level 1 tests on the Nebraska open concrete bridge railent://SD_ILS/0/SD_ILS:3924102024-06-23T16:28:15Z2024-06-23T16:28:15Zby Faller, Ronald K.<br/>Format: Books<br/>Safety performance evaluation on the Nebraska turned-down approach terminal sectionent://SD_ILS/0/SD_ILS:4462792024-06-23T16:28:15Z2024-06-23T16:28:15Zby Faller, Ronald K.<br/>Format: Books<br/>Full-scale 18,000 lb. vehicle crash test on the Kansas 32 inch corral railent://SD_ILS/0/SD_ILS:3923922024-06-23T16:28:15Z2024-06-23T16:28:15Zby Holloway, James C.<br/>Format: Books<br/>Economic and safety considerations for establishing minimum lateral obstacle clearance policies for utility facilities in Nebraska urban and suburban areasent://SD_ILS/0/SD_ILS:3923972024-06-23T16:28:15Z2024-06-23T16:28:15Zby Faller, Ronald K.<br/>Format: Books<br/>Performance level 2 tests on the Missouri 30 in. New Jersey safety shape bridge railent://SD_ILS/0/SD_ILS:4088762024-06-23T16:28:15Z2024-06-23T16:28:15Zby Holloway, James C.<br/>Format: Books<br/>Full-scale 4,500 lb. vehicle crash test on the permanent precast concrete median barrierent://SD_ILS/0/SD_ILS:4088882024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, Brian G.<br/>Format: Books<br/>Full-scale 1,800 lb. vehicle crash tests on a 4-bolt breakaway slipbase designent://SD_ILS/0/SD_ILS:4466062024-06-23T16:28:15Z2024-06-23T16:28:15Zby Pfeifer, Brian G., author.<br/>Format: Books<br/>