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HALL RD over RELIEF FOR HALEY CREEK

Map 

Coordinates:
+32.51630, -89.54437
32°30'59" N, 89°32'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HALL RD over RELIEF FOR HALEY CREEK
Structure number:SA6200000000115
Location:SEC 26 T 8N R 7E B
Purpose:Carries highway over relief for waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:640 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:85.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201585.2Not deficientGoodGoodGood640
December 201385.2Not deficientGoodGoodVery Good640
December 201163.5Not deficientGoodGoodVery Good640
December 200963.5Not deficientGoodGoodVery Good640
January 200863.5Not deficientGoodGoodVery Good630
October 200558.8Not deficientGoodGoodVery Good890
December 200362.1Not deficientGoodGoodVery Good560
December 200125.1Structurally deficientGoodGoodPoor560
December 200025.1Structurally deficientVery GoodVery GoodPoor560
December 199925.2Structurally deficientVery GoodVery GoodPoor530
December 199825.2Structurally deficientVery GoodVery GoodPoor530
November 199725.2Structurally deficientVery GoodVery GoodPoor530
December 199552.0Not deficientVery GoodVery GoodFair530