Share:

SR 53 over BROGLAN BRANCH

Map 

Coordinates:
+34.75242, -86.63662
34°45'09" N, 86°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 53 over BROGLAN BRANCH
Structure number:009845
Old structure number:000000534501480 (from 1992 edition)
Location:1.3 MI N JCT US 72
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:51.8 ft. [15.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1969
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:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:26,860 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:52.7 tons [47.9 metric tons]
Sufficiency rating:67.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,404,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201467.4Not deficient---26860
July 201267.6Not deficient---25340
July 201067.9Not deficient---23080
July 200867.9Not deficient---23250
July 200671.0Not deficient---22070
July 200470.7Not deficient---24400
August 200270.8Not deficient---24020
August 200068.9Not deficient---23170
September 199866.8Not deficient---25620
September 199666.4Not deficient---27660
September 199466.2Not deficient---26790
September 199275.1Not deficient---27100
August 199175.1Not deficient---27010