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BOB WALLACE over HUNTSVILLE SPG BRANCH

Map 

Coordinates:
+34.71119, -86.59430
34°42'40" N, 86°35'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOB WALLACE over HUNTSVILLE SPG BRANCH
Structure number:008114
Old structure number:0000009645M0350 (from 1992 edition)
Location:H'VILLE SP BR ATBOBWALACE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:31.2 ft. [9.5 m]
Total length:125.7 ft. [38.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1964
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2015]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:33.4 tons [30.4 metric tons]
Sufficiency rating:74.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,047,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.6GoodGoodGoodGoodFO20000
November 201474.5GoodGoodGoodGoodFO21200
November 201274.1GoodGoodGoodGoodFO24400
November 201052.7GoodGoodGoodGoodFO21200
November 200854.9GoodGoodGoodGood-21200
December 200654.4GoodGoodGoodGood-24100
December 200454.4GoodGoodGoodGood-24100
December 200254.4GoodGoodGoodGood-24100
January 200154.4GoodGoodGoodGood-24100
February 199953.8GoodGoodGoodGood-28790
August 199653.6GoodGoodGoodGood-28750
April 199554.6GoodGoodGoodGood-28700
March 199554.6GoodGoodGoodGood-28700
March 199354.6GoodGoodGoodGood-28600
April 199162.2GoodGoodGoodGood-28500