00490136

Component

http://onlinepubs.trb.org...rr/1988/1191/1191-013a.pdf

https://scholar.google.co...ziel&publication_year=1988

The culvert condition rating systems used in durability studies conducted by various private, state, and federal agencies are reviewed in this paper. The rating scales used in these studies were analyzed and compared. A new material durability rating system for both metal and concrete pipe is proposed based on these comparisons. The rating scale corresponds to the one used by the National Bridge Inventory and Inspection Program. The new system will ensure that all types of culvert materials are uniformly rated in every study and will promote the development of a comprehensive data base on the durability of each product material.

This paper appears in Transportation Research Record No. 1191, Culverts and Tiebacks. 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

01414023

p. 132-140

1988

Transportation Research Record

0309048028

Figures (1) ; References (20) ; Tables (8)

Alternatives analysis; Concrete pipe; Culverts; Durability; Evaluation and assessment; Metal pipe

Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure

TRIS, TRB, ATRI

Dec 31 1989 12:00AM

• ALLOWABLE FILL HEIGHTS FOR CORRUGATED POLYETHYLENE PIPE
• AN ANALYSIS OF VISUAL FIELD INSPECTION DATA OF 900 PIPE-ARCH STRUCTURES
• ANALYSIS OF TIEBACK SLOPES AND WALLS USING STABL5 AND PCSTABL5
• CURRENT PRACTICE OF REINFORCED CONCRETE BOX CULVERT DESIGN
• DESIGN OF THIN WALL REINFORCED CONCRETE SEMICIRCULAR ARCH USING DIMENSION RATIO
• ELASTIC BUCKLING STRENGTH OF BURIED FLEXIBLE CULVERTS
• FAILURE OF FLEXIBLE LONG-SPAN CULVERTS UNDER EXCEPTIONAL LIVE LOADS
• FIELD PERFORMANCE OF CORRUGATED METAL BOX CULVERTS
• INVESTIGATION OF THE STRUCTURAL ADEQUACY OF C 850 BOX CULVERTS
• LATERALLY LOADED CAST-IN-DRILLED-HOLE PILES
• LEAST COST (LIFE CYCLE) ANALYSIS MICROCOMPUTER PROGRAM (WITH DISCUSSION AND CLOSURE)
• LIFE CYCLE COST ANALYSIS: KEY ASSUMPTIONS AND SENSITIVITY OF RESULTS
• LIFE-CYCLE COST FOR DESIGN OF ARMY DRAINAGE STRUCTURES (WITH DISCUSSION AND CLOSURE)
• LOAD TEST REPORT AND EVALUATION OF A PRECAST CONCRETE ARCH CULVERT
• OPTIMUM GEOMETRIC SHAPES OF PRECAST CONCRETE ARCH STRUCTURES OF 24-, 30-, AND 40-FT SPANS (WITH DISCUSSION AND CLOSURE)
• PIPECAR AND BOXCAR MICROCOMPUTER PROGRAMS FOR THE DESIGN OF REINFORCED CONCRETE PIPE AND BOX SECTIONS
• SEISMIC RESPONSE OF TIEBACK WALLS: A PILOT STUDY
• SERVICE LIFE MODEL VERIFICATION FOR CONCRETE PIPE CULVERTS IN OHIO (WITH DISCUSSION AND CLOSURE)
• SOME OBSERVATIONS ON FLEXIBLE PIPE RESPONSE TO LOAD