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I 59 RAMP C TO 79 over VILLAGE CREEK

Map

Coordinates:
+33.54948, -86.77876
33°32'58" N, 86°46'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I 59 RAMP C TO 79 over VILLAGE CREEK
Structure number:010865
Old structure number:00000I59370273A (from 1992 edition)
Location:I 59 * AL 79
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,040 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,210,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.7FairSatisfactoryGoodSatisfactory-14040
February 201492.7FairSatisfactoryGoodGood-14040
February 201292.7FairSatisfactoryGoodSatisfactory-14109
February 201095.6FairSatisfactoryGoodSatisfactory-14342
January 200895.6FairSatisfactoryGoodSatisfactory-14313
January 200695.7FairSatisfactoryGoodSatisfactory-13892
January 200495.8FairSatisfactoryGoodSatisfactory-13608
February 200292.7FairSatisfactoryGoodSatisfactoryFO13608
February 200092.1GoodGoodGoodGoodFO6500
February 199892.1GoodGoodGoodGoodFO6500
January 199696.1FairGoodGoodSatisfactory-6500
January 199496.2FairGoodGoodSatisfactory-6000
November 199196.5GoodGoodVery GoodGood-5000