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ANDREW JACKSON over DALLAS CREEK

Map 

Coordinates:
+34.74603, -86.57656
34°44'46" N, 86°34'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANDREW JACKSON over DALLAS CREEK
Structure number:009496
Old structure number:0000018545M0060 (from 1992 edition)
Location:ANDREW JACKSON * RISON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1968
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:14,700 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.1 tons [45.5 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$900,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201472.3Functionally obsolete---14700
December 201272.2Functionally obsolete---14900
December 201072.1Functionally obsolete---15800
December 200853.6Functionally obsolete---16500
December 200653.6Functionally obsolete---16500
December 200453.6Functionally obsolete---16500
December 200253.6Functionally obsolete---16500
November 200053.7Functionally obsolete---15850
October 199853.9Functionally obsolete---15850
January 199753.7Functionally obsolete---15830
December 199454.3Functionally obsolete---15825
January 199354.3Functionally obsolete---15800
December 199061.6Functionally obsolete---15700