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COURT STREET over TOWN CREEK

Map 

Coordinates:
+32.29587, -90.18667
32°17'45" N, 90°11'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COURT STREET over TOWN CREEK
Structure number:SA2500000000108
Location:SEC 3 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:6
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:1,900 [as of 2013]
Truck traffic:8% of total traffic
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 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 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:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201598.8Not deficientVery GoodVery GoodVery Good1900
February 201398.8Not deficientVery GoodVery GoodVery Good1900
February 201198.8Not deficientVery GoodVery GoodVery Good1900
February 201098.8Not deficientVery GoodVery GoodVery Good1900
November 200798.8Not deficientVery GoodVery GoodVery Good1900
November 200598.8Not deficientVery GoodVery GoodVery Good1900
February 200498.8Not deficientVery GoodVery GoodVery Good1900
February 200298.8Not deficientVery GoodVery GoodVery Good1900
February 200098.6Not deficientVery GoodVery GoodVery Good4200
March 199898.6Not deficientVery GoodVery GoodVery Good4200
April 199698.6Not deficientVery GoodVery GoodVery Good4200