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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:44.6 ft. [13.6 m]
Deck width edge-to-edge:56.1 ft. [17.1 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 2014 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.0
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. ratingEvaluationDeckSuper.Sub.ADT
September 201467.0Functionally obsoleteGoodGoodSatisfactory20000
February 201367.0Functionally obsoleteGoodGoodGood20000
February 201167.0Functionally obsoleteGoodGoodGood20000
February 201067.0Functionally obsoleteGoodGoodGood20000
November 200764.0Functionally obsoleteGoodGoodGood20000
December 200564.0Functionally obsoleteGoodGoodGood20000
February 200464.0Functionally obsoleteGoodGoodGood20000
February 200264.0Functionally obsoleteGoodSatisfactoryGood20000
February 200064.9Functionally obsoleteGoodGoodGood13790
March 199864.9Functionally obsoleteGoodGoodGood13790
April 199664.9Functionally obsoleteGoodGoodGood13790