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US231; US431; SR1 over DRAINAGE EASEMENT

Map 

Coordinates:
+34.73333, -86.56667
34°43'60" N, 86°34'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US231; US431; SR1 over DRAINAGE EASEMENT
Structure number:016176
Location:JCT US 231 * OAKWOOD AVE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1993
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:67,371 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.9 tons [75.4 metric tons]
Inventory rating:49.7 tons [45.2 metric tons]
Sufficiency rating:85.0
Estimated cost of work:$5,364,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201585.0Not deficient---67371
February 201385.0Not deficient---65530
February 201185.0Not deficient---61330
February 200985.0Not deficient---62840
February 200785.0Not deficient---61840
February 200585.0Not deficient---60510
February 200385.0Not deficient---60470
March 200185.0Not deficient---60470
March 199983.0Not deficient---65380
March 199783.0Not deficient---50600
March 199583.0Not deficient---47720