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BRADFORD DRIVE over SHERWOOD BRANCH TRIB

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 TRIB
Structure number:014265
Old structure number:0000012245M0010 (from 1992 edition)
Location:.5 MI WEST OF RIDEOUT RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Skew angle:35°
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:3
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:19,810 [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: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]
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:97.9 tons [89.0 metric tons]
Inventory rating:94.3 tons [85.7 metric tons]
Sufficiency rating:79.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,742,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201479.4Not deficient---19810
September 201279.6Not deficient---19100
September 201080.5Not deficient---16000
September 200880.5Not deficient---16000
November 200678.6Not deficient---12000
November 200478.6Not deficient---12000
November 200278.6Not deficient---12000
January 200178.6Not deficient---12000
January 199981.5Not deficient---1610
November 199681.5Not deficient---1600
December 199481.4Not deficient---1550
January 199381.5Not deficient---1500
January 199181.5Not deficient---1400