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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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201798.8GoodGoodVery GoodVery Good-1900
February 201598.8GoodVery GoodVery GoodVery Good-1900
February 201398.8GoodVery GoodVery GoodVery Good-1900
February 201198.8GoodVery GoodVery GoodVery Good-1900
February 201098.8GoodVery GoodVery GoodVery Good-1900
November 200798.8GoodVery GoodVery GoodVery Good-1900
November 200598.8GoodVery GoodVery GoodVery Good-1900
February 200498.8GoodVery GoodVery GoodVery Good-1900
February 200298.8GoodVery GoodVery GoodVery Good-1900
February 200098.6GoodVery GoodVery GoodVery Good-4200
March 199898.6GoodVery GoodVery GoodVery Good-4200
April 199698.6GoodVery GoodVery GoodVery Good-4200