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DRIVEWAY over DRY CREEK

Map

Coordinates:
+34.73333, -86.61667
34°43'60" N, 86°37'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DRIVEWAY over DRY CREEK
Structure number:014236
Location:4200 OAKWOOD AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:10.5 ft. [3.2 m]
Deck width edge-to-edge:12.5 ft. [3.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel continuous [4]
Main span 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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12 [as of 2015]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.2 tons [54.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$155,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201672.9GoodGoodGoodGoodFO12
September 201472.8GoodGoodGoodGoodFO12
September 201272.4GoodGoodGoodGoodFO31
September 201072.4GoodGoodGoodGoodFO31
September 200851.7GoodGoodGoodGoodFO31
November 200657.5GoodGoodGoodGoodFO31
November 200457.5GoodGoodGoodGoodFO31
November 200257.5GoodGoodGoodGoodFO31
January 200157.5GoodGoodGoodGoodFO31
January 199957.7GoodGoodGoodGoodFO31
December 199657.5GoodGoodGoodGoodFO31
March 199557.5GoodGoodGoodGood-31
March 199357.5GoodGoodGoodGood-30