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STATE ST over TOWN CR

Map

Coordinates:
+32.28494, -90.18323
32°17'06" N, 90°10'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STATE ST over TOWN CR
Structure number:SA2500000000132
Location:SEC 10 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:65.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$504,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201665.4FairSatisfactorySatisfactorySatisfactoryFO10000
September 201467.0FairGoodGoodSatisfactoryFO20000
February 201367.0GoodGoodGoodGoodFO20000
February 201167.0GoodGoodGoodGoodFO20000
February 201067.0GoodGoodGoodGoodFO20000
November 200764.0GoodGoodGoodGoodFO20000
December 200564.0GoodGoodGoodGoodFO20000
February 200464.0GoodGoodGoodGoodFO20000
February 200264.0FairGoodSatisfactoryGoodFO20000
February 200064.9GoodGoodGoodGoodFO13790
March 199864.9GoodGoodGoodGoodFO13790
April 199664.9GoodGoodGoodGoodFO13790