Evaluation of Alternate Cable Anchor Designs and Three-cable Guardrail Adjacent to Steep Slope PDF Download

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Evaluation of Alternate Cable Anchor Designs and Three-cable Guardrail Adjacent to Steep Slope

Evaluation of Alternate Cable Anchor Designs and Three-cable Guardrail Adjacent to Steep Slope PDF Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 142

Book Description


Evaluation of Alternate Cable Anchor Designs and Three-cable Guardrail Adjacent to Steep Slope

Evaluation of Alternate Cable Anchor Designs and Three-cable Guardrail Adjacent to Steep Slope PDF Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 142

Book Description


Evaluation of a Modified Three Cable Guardrail Adjacent to Steep Slope

Evaluation of a Modified Three Cable Guardrail Adjacent to Steep Slope PDF Author:
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 91

Book Description


Alternative Design of Low-tension Cable Barrier Adjacent to Steep Slopes

Alternative Design of Low-tension Cable Barrier Adjacent to Steep Slopes PDF Author: Robert W. Bielenberg
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 124

Book Description
In the early 2000s, MwRSF conducted full-scale crash testing on low-tension cable barrier systems installed adjacent to 1.5H:1V slopes. A design was successfully tested according to NCHRP Report 350 criteria, but the tested and approved configuration utilized a 4-ft (1.2 m) post spacing and a 4-ft (1.2 m) offset from the slope break point (SBP). Therefore, NDOT funded this research study to investigate if revisions to the low-tension cable barrier system could be identified which were likely to satisfy MASH requirements and which would be more cost-effective. This research study was conducted to investigate alternative low-tension cable barrier designs and configurations which would be likely to satisfy MASH TL-3 impact conditions and which would improve cost-effectiveness and/or usability for NDOT. Test nos. LTCB-1 through LTCB-5 were conducted on S3x5.7 steel posts at varying offset distances from a 1.8H:1V slope. Test no. LTCB-6 was conducted to evaluate the propensity for S3x5.7 posts to penetrate a small car test vehicle's floor pan, and tearing was observed. Subsequent component tests of an HSS3x2x1/8 tubular post alternative in development for use with high-tension cable median barrier systems was found to provide acceptable performance while mitigating floor pan tearing. Computer simulations were performed to investigate alternative barrier configurations. Various combinations of post spacing, barrier offset, and cable heights were evaluated. It was determined that systems with 3-ft (0.9-m) offset from the slope with 4-ft (1.2-m) post spacing, or 4-ft (1.2-m) offset from the slope with 6-ft (1.8-m) post spacing, may perform acceptably according to MASH TL-3 test designation no. 3-11.

Three-cable Guardrail Adjacent to Steep Slope

Three-cable Guardrail Adjacent to Steep Slope PDF Author: Ryan M. Nelson
Publisher:
ISBN:
Category :
Languages : en
Pages : 228

Book Description


What's Up Doc?

What's Up Doc? PDF Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 370

Book Description


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


Road Design Manual

Road Design Manual PDF Author: Iowa. Highway Division
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 548

Book Description
To aid the designer in the development of detailed design plans for interstate and primary road construction in Iowa.

Guardrail Performance and Design

Guardrail Performance and Design PDF Author: Jarvis Dale Michie
Publisher:
ISBN:
Category : Transportation
Languages : en
Pages : 432

Book Description
Barrier installations are warranted (or justified) only at highway locations where the consequence of an errant vehicle leaving the roadway is judged to be more hazardous than the impact with the barrier installation. A six degree-of-freedom mathematical model was found to be useful in describing dynamic behavior of a vehicle during impact. Predictions of vehicle and barrier behavior correlated with results obtained from full-scale crash tests. Crash conditions simulated with a computer were used to identify and evaluate vehicle static and dynamic as well as barrier parameters. Vehicle weight, yaw mass moment of inertia, and deformation constant were found to be significant.

Cal/OSHA Pocket Guide for the Construction Industry

Cal/OSHA Pocket Guide for the Construction Industry PDF Author:
Publisher:
ISBN: 9781622701070
Category :
Languages : en
Pages :

Book Description
The Cal/OSHA Pocket Guide for the Construction Industry is a handy guide for workers, employers, supervisors, and safety personnel. This latest 2011 edition is a quick field reference that summarizes selected safety standards from the California Code of Regulations. The major subject headings are alphabetized and cross-referenced within the text, and it has a detailed index. Spiral bound, 8.5 x 5.5"

A Policy on Geometric Design of Highways and Streets, 2018

A Policy on Geometric Design of Highways and Streets, 2018 PDF Author:
Publisher:
ISBN: 9781523119592
Category : Highway engineering
Languages : en
Pages :

Book Description
Highway engineers, as designers, strive to meet the needs of highway users while maintaining the integrity of the environment. Unique combinations of design controls and constraints that are often conflicting call for unique design solutions. A Policy on Geometric Design of Highways and Streets provides guidance based on established practices that are supplemented by recent research. This document is also intended as a comprehensive reference manual to assist in administrative, planning, and educational efforts pertaining to design formulation