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SR53;GOVERNORS DR over BROGLAN BRANCH

Map 

Coordinates:
+34.68059, -86.49485
34°40'50" N, 86°29'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR53;GOVERNORS DR over BROGLAN BRANCH
Structure number:007736
Location:0.2 MI W JCT US231 *US431
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,255 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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: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 the assessed or calculated scour condition. [8]
Operating rating:54.7 tons [49.7 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:74.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,374,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201674.9FairSatisfactoryGoodGoodFO14255
October 201476.5GoodGoodGoodGoodFO12731
October 201276.6GoodGoodGoodGoodFO12010
October 201076.6GoodGoodGoodGoodFO11690
October 200876.6GoodGoodGoodGoodFO11780
October 200676.7GoodGoodGoodGoodFO11020
October 200476.7GoodGoodGoodGoodFO10630
October 200276.8GoodGoodGoodGoodFO10195
October 200072.9GoodGoodGoodGoodFO25285
September 199874.6GoodGoodGoodGoodFO11760
September 199674.6GoodGoodGoodGoodFO11485
September 199474.9GoodGoodGoodGoodFO11820
September 199274.4GoodGoodGoodGoodFO16880