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Impact characteristics of glass fiber-reinforced composite materials for use in roadside safety barriers / by Svenson, Alrik L.; United States.Federal Highway Administration.(CARDINAL)139839;
Includes bibliographical references (page 65).Final report;Sponsored by Office of Safety and Traffic Operations R&D, Federal Highway Administration, and performed by Turner-Fairbank Highway Research Center.;
Subjects: Technical reports.; Composite materials; Reinforced plastics; Roads;
Available copies: 1 / Total copies: 1
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Characteristics of glass fiber-reinforced composite materials for use in roadside safety barriers / by Ye, Binshan.; United States.Federal Highway Administration.Office of Safety and Traffic Operations Research and Development.(CARDINAL)172825; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references (pages 61-62).Final report;Prepared by the Turner Fairbank Highway Research Center under NHI GRF project no.
Subjects: Technical reports.; Composite materials; Fiber-reinforced plastics; Roads;
Available copies: 1 / Total copies: 1
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Analysis and testing of a bridge deck reinforced with GFRP rebars / by Gergely, Janos.(CARDINAL)277241; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; University of North Carolina at Charlotte.Department of Civil Engineering.(CARDINAL)290431;
Includes bibliographical references.Final report;Performed by University of North Carolina at Charlotte, Civil Engineering Dept., sponsored by North Carolina Dept. of Transportation Research and Analysis Group under project no.
Subjects: Bridges; Glass-reinforced plastics.; Reinforcing bars.;
Available copies: 5 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541; https://digital.ncdcr.gov/documents/detail/3402541;
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Guide specifications for design of FRP pedestrian bridges. by American Association of State Highway and Transportation Officials.;
Includes bibliographical references (page R-1).
Subjects: Footbridges; Pedestrian facilities design; Fiber-reinforced plastics.;
Available copies: 1 / Total copies: 1
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Value engineering and cost effectiveness of various Fiber Reinforced Polymer (FRP) repair systems : final report / by Rizkalla, S. H.(CARDINAL)290252; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; United States.Federal Highway Administration.(CARDINAL)139839; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;
Includes bibliographical references (pages 185-194).Final report;Performed by Department of Civil Engineering, North Carolina State University, sponsored by North Carolina Dept. of Transportation, Research and Analysis Group;
Subjects: Technical reports.; Fiber-reinforced plastics.; Girders.; Prestressed concrete bridges; Prestressed concrete.;
Available copies: 5 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397; https://digital.ncdcr.gov/documents/detail/2347397;
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Value engineering and cost effectiveness of various Fiber Reinforced Polymer (FRP) repair systems : final report / by Rizkalla, S. H.(CARDINAL)290252; Miller, Anthony.(CARDINAL)312425; Rosenboom, Owen.(CARDINAL)312506; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; United States.Federal Highway Administration.(CARDINAL)139839; North Carolina State University.Department of Civil Engineering.(CARDINAL)161088;
Includes bibliographical references (pages 173-178).Final report;Performed by Department of Civil Engineering, North Carolina State University, sponsored by North Carolina Dept. of Transportation, Research and Analysis Group;
Subjects: Technical reports.; Fiber-reinforced plastics.; Girders.; Prestressed concrete bridges; Prestressed concrete.;
Available copies: 5 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393; https://digital.ncdcr.gov/documents/detail/2347393;
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AASHTO LRFD bridge design guide specifications for GFRP-reinforced concrete bridge decks and traffic railings. by American Association of State Highway and Transportation Officials.(CARDINAL)138446;
Includes bibliographical references.Section 1. Introduction -- Section 2. Bridge decks -- Section 3. Railings -- Section 4. Material specifications -- Section 5. Construction specifications.Glass fiber reinforced polymer (GFRP) materials have emerged as an alternative material for producing reinforcing bars for concrete structures. GFRP reinforcing bars offer advantages over steel reinforcement due to their noncorrosive nature and nonconductive behavior. Due to other differences in the physical and mechanical behavior of GFRP materials as opposed to steel, unique guidance on the engineering and construction of concrete bridge decks reinforced with GFRP bars is needed. These guide specifications offer a description of the unique material properties of GFRP composite materials as well as provisions for the design and construction of concrete bridge decks and railings reinforced with GFRP reinforcing bars.
Subjects: Concrete bridges; Bridge railings; Bridges; Reinforcing bars.; Fiber-reinforced concrete.; Glass-reinforced plastics.; Polymer-impregnated concrete.;
Available copies: 1 / Total copies: 1
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ASTM standards for electrical protective equipment for workers. by American Society for Testing and Materials.(CARDINAL)139505;
Rubber insulating gloves -- Rubber insulating matting -- Rubber insulating blankets -- Rubber insulating covers -- Rubber insulating line hose -- Rubber insulating sleeves -- In-service care of insulating line hose and covers -- In-service care of insulating blankets -- In-service care of insulating gloves and sleeves -- Leather protectors for rubber insulating gloves and mittens -- Fiberglass-reinforced plastic (FRP) rod and tube used in live line tools -- Electrically insulating plastic guard equipment for protection of workers.
Subjects: Electrical engineering; Rubber, Artificial; Hazardous occupations; Electric industries; Personal protective equipment;
Available copies: 1 / Total copies: 1
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A guide to small sign support hardware / by AASHTO-AGC-ARTBA Joint Cooperation Committee.Subcommittee on New Highway Materials.Task Force No. 13.(CARDINAL)315771; American Association of State Highway and Transportation Officials.(CARDINAL)138446; American Road & Transportation Builders Association.(CARDINAL)290580; Associated General Contractors of America.(CARDINAL)150694;
Includes bibliographical references (page 227).Introduction -- Fastener components -- Post components -- Sign support systems -- References.Most small highway signs are supported by rolled steel shapes, extruded aluminum shapes, wood posts, steel flange-channel shapes, round tubes, pipes, square steel tubes or fiber reinforced plastic shapes. These may be used in a variety of ways to meet the dual requirements of (1) providing support for signs under a broad range of environmental conditions and (2) releasing when struck by a vehicle to minimize the chance of injury to vehicle occupants. This guide is a compilation of proprietary and non-proprietary small sign support hardware.
Subjects: Traffic signs and signals; Transportation markings;
Available copies: 1 / Total copies: 1
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Pendulum testing of fixed-end W-beam guardrail : FOIL test numbers 96P001, 96P002, 96P003, 96P004, 96P005 and 96P006 / by Brown, Christopher M.(CARDINAL)770799; United States.Federal Highway Administration.Office of Safety and Traffic Operations Research and Development.(CARDINAL)172825; MiTech Incorporated.(CARDINAL)317082;
Includes bibliographical references (page 79).Background -- Scope -- Test matrix -- Pendulum -- Test article -- Data acquisition -- Data analysis -- Results -- Conclusion -- Appendix A: Data plots of data obtained from accelerometers and strain gages -- References.Test report;This report contains the test setup and results from six pendulum crash tests performed at the Federal Outdoor Impact Laboratory (FOIL) located at the Turner-Fairbank Highway Research Center in McLean, Virginia. The tests were conducted on steel W-beam rail elements rigidly anchored at both ends (a four-post configuration). The tests were conducted as part of an ongoing research effort to obtain baseline data on the dynamic properties of standard steel W-beam in order to develop a design envelope for a fiber reinforced plastic rail element. The nominal weight of the FOIL pendulum with a rigid nose assembly was 912 kg. The tests were conducted at nominal speeds ranging from 20 km/h to 35 km/h. Results from the tests are presented as test summaries of data, graphs of data, and photographs taken before, during, and after the tests.Performed by MiTech Incoporated for the Federal Highway Administration, Office of Safety and Traffic Operations Research and Development, under contract no. DTFH61-94-C-00008.
Subjects: Technical reports.; Automobiles; Traffic signs and signals; Traffic signs and signals;
Available copies: 1 / Total copies: 1
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Results 1 to 10 of 31 |