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OAKWOOD RD over DRY CREEK

Map 

Coordinates:
+34.74951, -86.63104
34°44'58" N, 86°37'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OAKWOOD RD over DRY CREEK
Structure number:010345
Old structure number:0000004345M0010 (from 1992 edition)
Location:2201 OAKWOOD RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:2,050 [as of 2013]
Truck traffic:20% of total traffic
Structural 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.2 tons [55.6 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:96.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$749,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.8Not deficient---2050
July 201296.8Not deficient---2210
July 201096.8Not deficient---2210
July 200875.3Not deficient---2210
October 200675.3Not deficient---2210
October 200475.3Not deficient---2210
November 200275.3Not deficient---2210
January 200075.2Not deficient---2210
November 199875.4Not deficient---2210
November 199675.3Not deficient---2200
December 199475.3Not deficient---2150
February 199375.3Not deficient---2100
December 199082.4Not deficient---2000