Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:12,731 [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: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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,893,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201476.5Functionally obsoleteGoodGoodGood12731
October 201276.6Functionally obsoleteGoodGoodGood12010
October 201076.6Functionally obsoleteGoodGoodGood11690
October 200876.6Functionally obsoleteGoodGoodGood11780
October 200676.7Functionally obsoleteGoodGoodGood11020
October 200476.7Functionally obsoleteGoodGoodGood10630
October 200276.8Functionally obsoleteGoodGoodGood10195
October 200072.9Functionally obsoleteGoodGoodGood25285
September 199874.6Functionally obsoleteGoodGoodGood11760
September 199674.6Functionally obsoleteGoodGoodGood11485
September 199474.9Functionally obsoleteGoodGoodGood11820
September 199274.4Functionally obsoleteGoodGoodGood16880