00153164

Component

http://onlinepubs.trb.org...s/trr/1976/601/601-015.pdf

http://scholar.google.com...riti&publication_year=1976

A research study was conducted to determine the best shoulder and curb width on highway bridges from the standpoint of safety, operation, and cost. A major objective of the study was to determine the behavior of traffic on long-span bridge structures with different shoulder and curb widths. A secondary objective was to determine whether the addition of a guardrail barrier flush with the face of a curb on a bridge affects the lateral placement and speed of moving vehicles on the structure. Data was collected and analyzed by using the analysis of variance technique and Tukey tests to find significant differences between speeds and placements for different conditions and positions. The following conclusions were drawn regarding speed: There is a significant difference in speeds between positions and conditions but no interaction between the two; There is no significant difference in speed between the base conditions with the without the sign. The following conclusions were drawn regarding placements: There is a significant difference and interaction in placement between positions and conditions; There is a significant difference in placement between positions for the base condition with no sign, but no significant difference in placement between positions for the base condition with the sign; Vehicles move away from the shoulder as they approach the bridge and cross it but tend to move back toward the shoulder at the lower end of the bridge.

Publication of this paper sponsored by Committee on Operational Effects of Geometrics. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01411456

pp 76-78

1976

Transportation Research Record

0309025702

Digital/other

Figures (2) ; References (1)

Analysis of variance; Curbs; Data analysis; Guardrails; Highway bridges; Lateral placement; Mathematical analysis; Motor vehicles; Road shoulders; Safety; Speed; Traffic speed; Width

Data and Information Technology; Highways; Operations and Traffic Management; Safety and Human Factors

TRIS, TRB

May 31 1977 12:00AM

• AN APPROACH FOR MAXIMIZING THE CAPACITY OF SELF-SERVICE PARKING FACILITIES
• CHARACTERISTICS OF INTERSECTION ACCIDENTS IN RURAL MUNICIPALITIES (ABRIDGMENT)
• COST EFFECTIVENESS OF FREEWAY COURTESY PATROLS IN HOUSTON
• DEVELOPMENTS IN AUTOMATIC VEHICLE IDENTIFICATION DURING 1974 AND 1975
• EFFECT OF BRIDGE SHOULDER WIDTH ON TRAFFIC OPERATIONAL CHARACTERISTICS (ABRIDGMENT)
• EFFECT OF COMMERCIAL VEHICLES ON DELAY AT INTERSECTIONS
• EFFECT OF THE ENERGY CRISIS ON EXISTING DESIGN STANDARDS
• EVALUATION OF FACTORS INFLUENCING DRIVEWAY ACCIDENTS
• FRAMEWORK FOR DESIGN AND OPERATION OF PASSING ZONES ON TWO- LANE HIGHWAYS
• HIGHWAY ACCIDENTS AT BRIDGES (ABRIDGMENT)
• OPERATING PARAMETERS FOR MAIN LINE SENSORS IN FREEWAY SURVEILLANCE SYSTEMS
• PLANNING TRANSIT FACILITY PARKING FOR THE BOSTON METROPOLITAN AREA
• ROADSIDE ENCROACHMENT PARAMETERS FOR NONFREEWAY FACILITIES (ABRIDGMENT)
• ROADSIDE HAZARDS ON NONFREEWAY FACILITIES (ABRIDGMENT)
• SINGLE POINT DIVERSION OF FREEWAY TRAFFIC
• URBAN FREEWAY CORRIDOR CONTROL MODEL (ABRIDGMENT)