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US 72; SR 2 over BROGLIN CREEK

Map 

Coordinates:
+34.73522, -86.61338
34°44'07" N, 86°36'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 72; SR 2 over BROGLIN CREEK
Structure number:005445
Old structure number:000000024501020 (from 1992 edition)
Location:0.8 MI E JCT US 72 * SR53
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:43.0 ft. [13.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1956
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: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:42,080 [as of 2013]
Truck traffic:3% 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:43.3 tons [39.4 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:67.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,316,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201467.0Not deficient---42080
July 201267.1Not deficient---40930
July 201054.0Not deficient---40020
July 200853.9Not deficient---40320
July 200656.0Not deficient---45840
July 200456.0Not deficient---45820
July 200256.7Not deficient---41660
July 200054.3Not deficient---43990
July 199851.0Not deficient---43820
July 199650.1Not deficient---46500
July 199449.7Not deficient---45130
August 199248.5Not deficient---50340
May 199156.0Not deficient---41890