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I65 NBL over CATOMA CREEK

Map 

Coordinates:
+32.31655, -86.33644
32°18'60" N, 86°20'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I65 NBL over CATOMA CREEK
Structure number:015507
Old structure number:00000I65510086B (from 1992 edition)
Location:1.4 MI.S.OF SOU.BLVD.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:991.2 ft. [302.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1992
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,555 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:56.8 tons [51.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:82.8
Estimated cost of work:$16,156,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201582.8FairSatisfactorySatisfactoryFair-32555
April 201382.9FairSatisfactorySatisfactoryFair-32555
April 201183.0FairSatisfactorySatisfactoryFair-30960
April 200982.7FairSatisfactorySatisfactoryFair-33800
April 200782.8FairSatisfactorySatisfactoryFair-32780
April 200583.1FairSatisfactorySatisfactoryFair-30615
March 200395.3FairSatisfactorySatisfactorySatisfactory-29010
April 200195.3FairSatisfactorySatisfactorySatisfactory-29010
April 199996.5FairSatisfactorySatisfactorySatisfactory-15745
March 199796.6FairSatisfactorySatisfactorySatisfactory-14665
April 199597.0FairSatisfactorySatisfactoryGood-12945
February 199397.1GoodGoodGoodGood-11575
January 199197.3GoodGoodGoodVery Good-9195