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BRADFORD DRIVE over SHERWOOD BRANCH

Map 

Coordinates:
+34.71667, -86.66667
34°43'00" N, 86°40'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRADFORD DRIVE over SHERWOOD BRANCH
Structure number:014266
Old structure number:0000012245M0050 (from 1992 edition)
Location:BRADFORD DR. A/SHERWOOD B
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.6 tons [76.0 metric tons]
Inventory rating:50.1 tons [45.5 metric tons]
Sufficiency rating:80.5
Estimated cost of work:$4,076,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201480.5Not deficient---16000
September 201280.9Not deficient---14500
September 201080.2Not deficient---17000
September 200880.2Not deficient---17000
November 200678.4Not deficient---12800
November 200478.4Not deficient---12800
November 200278.4Not deficient---12800
January 200177.9Not deficient---14360
February 199977.1Not deficient---14260
November 199677.1Not deficient---14250
December 199476.8Not deficient---14200
January 199376.9Not deficient---14100
January 199176.9Not deficient---14000