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COHEA STREET over BCH OF TOWN CREEK

Map 

Coordinates:
+32.31025, -90.19291
32°18'37" N, 90°11'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COHEA STREET over BCH OF TOWN CREEK
Structure number:SA2500000000113
Location:SEC 4 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2013]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201599.0Not deficientVery GoodVery GoodVery Good60
February 201399.0Not deficientVery GoodVery GoodVery Good60
February 201199.0Not deficientVery GoodVery GoodVery Good60
February 201099.0Not deficientVery GoodVery GoodVery Good60
November 200784.5Not deficientVery GoodVery GoodVery Good200
November 200584.5Not deficientVery GoodVery GoodVery Good200
February 200474.3Not deficientVery GoodVery GoodVery Good200
February 200274.3Not deficientVery GoodVery GoodVery Good200
February 200072.8Not deficientVery GoodVery GoodVery Good300
March 199872.8Not deficientVery GoodVery GoodVery Good300
April 199672.8Not deficientVery GoodVery GoodVery Good300