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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 2014 

Status:Open, no restriction [A]
Average daily traffic:21,200 [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: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:48.0 tons [43.6 metric tons]
Inventory rating:33.4 tons [30.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,793,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201474.5Functionally obsoleteGoodGoodGood21200
November 201274.1Functionally obsoleteGoodGoodGood24400
November 201052.7Functionally obsoleteGoodGoodGood21200
November 200854.9Not deficientGoodGoodGood21200
December 200654.4Not deficientGoodGoodGood24100
December 200454.4Not deficientGoodGoodGood24100
December 200254.4Not deficientGoodGoodGood24100
January 200154.4Not deficientGoodGoodGood24100
February 199953.8Not deficientGoodGoodGood28790
August 199653.6Not deficientGoodGoodGood28750
April 199554.6Not deficientGoodGoodGood28700
March 199554.6Not deficientGoodGoodGood28700
March 199354.6Not deficientGoodGoodGood28600
April 199162.2Not deficientGoodGoodGood28500