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R11W(WASHST-I565) over CHURCH STREET

Map 

Coordinates:
+34.73677, -86.59255
34°44'12" N, 86°35'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:R11W(WASHST-I565) over CHURCH STREET
Structure number:015952
Location:2.3 MI E JCT I565 * SR 53
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:113.9 ft. [34.7 m]
Total length:491.2 ft. [149.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:25.6 ft. [7.8 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,828 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.8 tons [40.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.5
Estimated cost of work:$4,750,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201693.5GoodGoodGoodGoodFO4828
June 201493.5GoodGoodGoodGoodFO4642
June 201293.6GoodGoodGoodGoodFO4379
June 201093.6GoodGoodGoodGoodFO4362
June 200893.6GoodVery GoodGoodGoodFO4421
September 200793.6GoodVery GoodGoodGoodFO4376
September 200597.6GoodVery GoodGoodGood-4013
September 200397.6GoodVery GoodGoodGood-3816
September 200197.6GoodVery GoodGoodGood-3816
September 199995.7GoodVery GoodGoodGood-24500
September 199795.8GoodVery GoodGoodGood-23200
July 199596.3GoodVery GoodGoodVery Good-23200
August 199396.4GoodVery GoodVery GoodVery Good-21888