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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 2016 

Status:Open, no restriction [A]
Average daily traffic:320 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201671.1Not deficientSatisfactoryGoodSatisfactory320
February 201571.1Not deficientGoodGoodSatisfactory320
February 201475.8Not deficientGoodGoodSatisfactory320
February 201375.8Not deficientGoodGoodSatisfactory320
February 201276.8Not deficientGoodGoodSatisfactory320
February 201176.8Not deficientGoodGoodSatisfactory320
February 201076.8Not deficientGoodGoodSatisfactory320
January 200976.8Not deficientGoodGoodSatisfactory320
November 200776.8Not deficientGoodGoodSatisfactory320
December 200577.0Not deficientGoodGoodSatisfactory320
December 200476.0Not deficientGoodGoodSatisfactory320
February 200475.0Not deficientGoodGoodSatisfactory320
February 200268.2Not deficientGoodGoodSatisfactory320
December 200084.5Not deficientGoodGoodGood300