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US 72; SR 2 over CREEK

Map 

Coordinates:
+34.77139, -86.58944
34°46'17" N, 86°35'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 72; SR 2 over CREEK
Structure number:005776
Location:0.7 MI W JCT PKWY. * US72
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:30°
Owner:State Highway Agency [01]
Year built:1957
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:17,850 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:78.5 tons [71.4 metric tons]
Inventory rating:47.2 tons [42.9 metric tons]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,234,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201480.0Not deficient---17850
July 201280.5Not deficient---13270
July 201080.5Not deficient---12980
July 200880.5Not deficient---13170
July 200658.1Not deficient---14780
July 200458.3Not deficient---13800
July 200257.8Not deficient---16860
July 200055.7Not deficient---16960
July 199854.6Not deficient---16960
July 199654.5Not deficient---16280
July 199453.6Not deficient---18880
August 199252.8Not deficient---21740