Share:

I 59 RAMP C TO 79 over VILLAGE CREEK

Map

Coordinates:
+33.54944, -86.77861
33°32'58" N, 86°46'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,040 [as of 2018]
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]
Sufficiency rating:95.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,186,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodSatisfactory1404095.7
February 2016FairSatisfactoryGoodSatisfactory1404095.7
February 2014FairSatisfactoryGoodGood1404092.7
February 2012FairSatisfactoryGoodSatisfactory1410992.7
February 2010FairSatisfactoryGoodSatisfactory1434295.6
January 2008FairSatisfactoryGoodSatisfactory1431395.6
January 2006FairSatisfactoryGoodSatisfactory1389295.7
January 2004FairSatisfactoryGoodSatisfactory1360895.8
February 2002FairSatisfactoryGoodSatisfactory1360892.7
February 2000GoodGoodGoodGood650092.1
February 1998GoodGoodGoodGood650092.1
January 1996FairGoodGoodSatisfactory650096.1
January 1994FairGoodGoodSatisfactory600096.2
November 1991GoodGoodVery GoodGood500096.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5815651600
Steel Protective Coatingsq. ft.2,0882,086002
Deck
Reinforced Concrete Decksq. ft.3,8933,11177840
Wearing Surfacessq. ft.3,3123,312000
Substructure
Reinforced Concrete Abutmentlinear ft.1621341981
Joints
Pourable Jointlinear ft.100000100
Bearings
Movable Bearingeach70700
Fixed Bearingeach70700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1661481800