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STATE ST FRONTAGE over TOWN CREEK

Map 

Coordinates:
+32.28489, -90.18361
32°17'06" N, 90°11'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ST FRONTAGE over TOWN CREEK
Structure number:SA2500000000404
Location:SEC 10 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:320 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:71.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$269,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201771.1FairSatisfactoryGoodSatisfactory-320
February 201671.1FairSatisfactoryGoodSatisfactory-320
February 201571.1FairGoodGoodSatisfactory-320
February 201475.8FairGoodGoodSatisfactory-320
February 201375.8FairGoodGoodSatisfactory-320
February 201276.8FairGoodGoodSatisfactory-320
February 201176.8FairGoodGoodSatisfactory-320
February 201076.8FairGoodGoodSatisfactory-320
January 200976.8FairGoodGoodSatisfactory-320
November 200776.8FairGoodGoodSatisfactory-320
December 200577.0FairGoodGoodSatisfactory-320
December 200476.0FairGoodGoodSatisfactory-320
February 200475.0FairGoodGoodSatisfactory-320
February 200268.2FairGoodGoodSatisfactory-320
December 200084.5GoodGoodGoodGood-300