Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201695.7Not deficientSatisfactoryGoodSatisfactory14040
February 201492.7Not deficientSatisfactoryGoodGood14040
February 201292.7Not deficientSatisfactoryGoodSatisfactory14109
February 201095.6Not deficientSatisfactoryGoodSatisfactory14342
January 200895.6Not deficientSatisfactoryGoodSatisfactory14313
January 200695.7Not deficientSatisfactoryGoodSatisfactory13892
January 200495.8Not deficientSatisfactoryGoodSatisfactory13608
February 200292.7Functionally obsoleteSatisfactoryGoodSatisfactory13608
February 200092.1Functionally obsoleteGoodGoodGood6500
February 199892.1Functionally obsoleteGoodGoodGood6500
January 199696.1Not deficientGoodGoodSatisfactory6500
January 199496.2Not deficientGoodGoodSatisfactory6000
November 199196.5Not deficientGoodVery GoodGood5000