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ENTRANCE TO PARK over RELIEF DITCH

Map 

Coordinates:
+34.61667, -86.56667
34°37'00" N, 86°34'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ENTRANCE TO PARK over RELIEF DITCH
Structure number:019962
Location:1.0 MILE WEST US 231
Purpose:Carries highway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:75 [as of 2013]
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:Equal to present minimum criteria [6]
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:71.3 tons [64.8 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.3
Estimated cost of work:$495,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201590.3Functionally obsolete---75
January 201389.8Functionally obsolete---75
January 201189.8Functionally obsolete---75
January 200989.8Functionally obsolete---75
October 200789.8Functionally obsolete---75