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SOUTH WEST STREET over TOWN CREEK

Map 

Coordinates:
+32.28854, -90.18632
32°17'19" N, 90°11'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTH WEST STREET over TOWN CREEK
Structure number:SA2500000000129
Location:SEC 10 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
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: December 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,500 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:23.8 tons [21.6 metric tons]
Inventory rating:15.2 tons [13.8 metric tons]
Sufficiency rating:18.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$144,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201518.9PoorSatisfactorySatisfactoryCriticalSD4500
January 201430.3FairSatisfactoryGoodFairSD4500
February 201342.9FairSatisfactoryGoodFairFO4500
March 201242.9FairSatisfactoryGoodFairFO4500
February 201158.2GoodVery GoodGoodGoodFO4500
February 201058.2GoodVery GoodVery GoodGoodFO4500
November 200758.2GoodVery GoodVery GoodGoodFO4500
November 200558.2GoodVery GoodVery GoodGoodFO4500
February 200458.2GoodVery GoodVery GoodGoodFO4500
February 200258.2GoodVery GoodVery GoodGoodFO4500
February 200056.4GoodVery GoodVery GoodVery GoodFO7500
March 199856.4GoodVery GoodVery GoodVery GoodFO7500
April 199656.4GoodVery GoodVery GoodVery GoodFO7500