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Development of a Transition Between Free-standing and Reduced-deflection Portable Concrete Barriers - Phase I

Development of a Transition Between Free-standing and Reduced-deflection Portable Concrete Barriers - Phase I PDF Author: Mojdeh Asadollahi Pajouh
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 59

Book Description


Development of a Transition Between Free-standing and Reduced-deflection Portable Concrete Barriers - Phase I

Development of a Transition Between Free-standing and Reduced-deflection Portable Concrete Barriers - Phase I PDF Author: Mojdeh Asadollahi Pajouh
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 59

Book Description


Development of a Retrofit, Low-deflection, Temporary Concrete Barrier System

Development of a Retrofit, Low-deflection, Temporary Concrete Barrier System PDF Author: Robert W. Bielenberg
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 384

Book Description


Development of Low-deflection Precast Concrete Barrier

Development of Low-deflection Precast Concrete Barrier PDF Author:
Publisher:
ISBN:
Category : Concrete construction
Languages : en
Pages : 66

Book Description


Development of a Transition Between an Energy-absorbing Concrete Barrier and a Rigid Concrete Buttress

Development of a Transition Between an Energy-absorbing Concrete Barrier and a Rigid Concrete Buttress PDF Author: Tyler L. Schmidt
Publisher:
ISBN:
Category :
Languages : en
Pages : 655

Book Description
From 2010 to 2015, MwRSF researchers developed the RESTORE barrier, which is a restorable MASH TL-4 median barrier with a steel and concrete rail supported by elastomer posts and steel skids. The research effort reported herein describes the initial development of a transition from the RESTORE barrier to a rigid TL-4 concrete buttress. The previously-developed RESTORE barrier LS-DYNA model was validated against three full-scale vehicle crash tests. Several design concepts were generated through a series of brainstorming efforts. The primary transition concept consisted of a pin and loop connection between the RESTORE barrier and rigid concrete buttress, which was designed and evaluated with LS-DYNA computer simulation. Vehicle and system behavior were investigated using MASH test designation nos. 4-20, 4-21, and 4-22. Six horizontal gusset plates and drop-down pin allowed for limited deflection and rotation at the transition joint, but provided shear continuity between the two systems. A rounded-edge cover plate mitigated vehicle snag on the transition joint hardware. Eleven impact points were evaluated with each vehicle model to determine critical impact points for use in a future full-scale crash testing program. All occupant risk measures and vehicle stability were within MASH limits. Further design modifications are recommended to limit stresses in the transition joint hardware and to reduce excessive occupant compartment deformation that occurred when the small car impacted the concrete buttress end.

Development of a Transition Between an Energy-absorbing Concrete Barrier and a Rigid Concrete Buttress

Development of a Transition Between an Energy-absorbing Concrete Barrier and a Rigid Concrete Buttress PDF Author: Tyler L. Schmidt
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 0

Book Description
"From 2010 to 2015, [Midwest Roadside Safety Facility] MwRSF researchers developed the RESTORE barrier, which is a restorable MASH TL-4 median barrier with a steel and concrete rail supported by elastomer posts and steel skids. The research effort reported herein describes the initial development of a transition from the RESTORE barrier to a rigid TL-4 concrete buttress. The previously-developed RESTORE barrier LS-DYNA model was validated against three full-scale vehicle crash tests. Several design concepts were generated through a series of brainstorming efforts. The primary transition concept consisted of a pin and loop connection between the RESTORE barrier and rigid concrete buttress, which was designed and evaluated with LS-DYNA computer simulation. Vehicle and system behavior were investigated using MASH test designation nos. 4-20, 4-21, and 4-22. Six horizontal gusset plates and drop-down pin allowed for limited deflection and rotation at the transition joint, but provided shear continuity between the two systems. A rounded-edge cover plate mitigated vehicle snag on the transition joint hardware. Eleven impact points were evaluated with each vehicle model to determine critical impact points for use in a future full-scale crash testing program. All occupant risk measures and vehicle stability were within MASH limits. Further design modifications are recommended to limit stresses in the transition joint hardware and to reduce excessive occupant compartment deformation that occurred when the small car impacted the concrete buttress end" (page. i).

Roadside Design Guide

Roadside Design Guide PDF Author: American Association of State Highway and Transportation Officials. Task Force for Roadside Safety
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 560

Book Description


Guide for the Planning, Design, and Operation of Pedestrian Facilities

Guide for the Planning, Design, and Operation of Pedestrian Facilities PDF Author:
Publisher: AASHTO
ISBN: 1560512717
Category : CD-ROMS.
Languages : en
Pages : 142

Book Description


Gravel Roads

Gravel Roads PDF Author: Ken Skorseth
Publisher:
ISBN:
Category : Gravel roads
Languages : en
Pages : 112

Book Description
The purpose of this manual is to provide clear and helpful information for maintaining gravel roads. Very little technical help is available to small agencies that are responsible for managing these roads. Gravel road maintenance has traditionally been "more of an art than a science" and very few formal standards exist. This manual contains guidelines to help answer the questions that arise concerning gravel road maintenance such as: What is enough surface crown? What is too much? What causes corrugation? The information is as nontechnical as possible without sacrificing clear guidelines and instructions on how to do the job right.

Engineering for Structural Stability in Bridge Construction

Engineering for Structural Stability in Bridge Construction PDF Author: Federal Highway Federal Highway Administration
Publisher:
ISBN:
Category :
Languages : en
Pages : 669

Book Description
This manual is intended to serve as a reference. It will provide technical information which will enable Manual users to perform the following activities:Describe typical erection practices for girder bridge superstructures and recognize critical construction stagesDiscuss typical practices for evaluating structural stability of girder bridge superstructures during early stages of erection and throughout bridge constructionExplain the basic concepts of stability and why it is important in bridge erection* Explain common techniques for performing advanced stability analysis along with their advantages and limitationsDescribe how differing construction sequences effect superstructure stabilityBe able to select appropriate loads, load combinations, and load factors for use in analyzing superstructure components during constructionBe able to analyze bridge members at various stages of erection* Develop erection plans that are safe and economical, and know what information is required and should be a part of those plansDescribe the differences between local, member and global (system) stability

Guidelines for Design and Operation of Nighttime Traffic Control for Highway Maintenance and Construction

Guidelines for Design and Operation of Nighttime Traffic Control for Highway Maintenance and Construction PDF Author: James E. Bryden
Publisher: Transportation Research Board
ISBN: 0309067650
Category : Automobile driving at night
Languages : en
Pages : 131

Book Description