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SHERWOOD DR over ALDRIDGE CREEK

Map 

Coordinates:
+34.66426, -86.55410
34°39'51" N, 86°33'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHERWOOD DR over ALDRIDGE CREEK
Structure number:007725
Old structure number:0000004645M0060 (from 1992 edition)
Location:803 SHERWOOD DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,725 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:76.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$958,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201576.2GoodGoodGoodGood-2725
May 201376.2GoodGoodGoodGood-2725
May 201163.3GoodGoodGoodGood-2725
May 200963.3GoodGoodGoodGood-2725
June 200763.3GoodGoodGoodGood-2725
June 200563.1GoodGoodGoodGood-2725
June 200363.1GoodGoodGoodGood-2725
October 200263.1GoodGoodGoodGood-2725
January 200163.1GoodGoodGoodGood-2725
February 199963.3GoodGoodGoodGood-2725
February 199763.1GoodGoodGoodGood-2720
January 199561.2GoodGoodGoodGood-2720
February 199370.2GoodGoodGoodGood-2700
February 199177.3FairSatisfactoryGoodGood-2600