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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201576.2Not deficientGoodGoodGood2725
May 201376.2Not deficientGoodGoodGood2725
May 201163.3Not deficientGoodGoodGood2725
May 200963.3Not deficientGoodGoodGood2725
June 200763.3Not deficientGoodGoodGood2725
June 200563.1Not deficientGoodGoodGood2725
June 200363.1Not deficientGoodGoodGood2725
October 200263.1Not deficientGoodGoodGood2725
January 200163.1Not deficientGoodGoodGood2725
February 199963.3Not deficientGoodGoodGood2725
February 199763.1Not deficientGoodGoodGood2720
January 199561.2Not deficientGoodGoodGood2720
February 199370.2Not deficientGoodGoodGood2700
February 199177.3Not deficientSatisfactoryGoodGood2600