+35.12528, -85.12500
35°07'31" N, 85°07'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:33SR0580023
Location:5.83 MI. E OF SR-153 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:23,230 [as of 2014]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:69.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,267,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201569.4Not deficientGoodGoodGood23230
March 201368.4Not deficientGoodGoodGood23090
March 201184.0Not deficientGoodGoodGood24140
March 200984.0Not deficientGoodGoodGood25640
March 200780.9Not deficientGoodGoodGood27390
February 200580.9Not deficientGoodGoodGood25730
January 200380.9Not deficientGoodGoodGood25880
March 200180.9Not deficientGoodGoodGood28140
January 199980.9Not deficientGoodGoodGood20100
April 199774.1Not deficientGoodGoodGood20150
March 199575.1Not deficientGoodGoodVery Good19650
February 199375.1Not deficientGoodGoodVery Good21490
January 199182.6Not deficientGoodVery GoodVery Good19220