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SLAUGHTER ROAD over RAINBOW CREEK

Map 

Coordinates:
+34.71667, -86.70000
34°43'00" N, 86°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SLAUGHTER ROAD over RAINBOW CREEK
Structure number:019255
Location:1.3 MI N OLD MADISON PIKE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:59.1 ft. [18.0 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2013]
Truck traffic:5% of total traffic
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 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: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:65.9 tons [59.9 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$941,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201567.3Functionally obsolete---14000
August 201368.8Functionally obsolete---11600
August 201168.7Not deficient---11700
August 200968.1Not deficient---12740
November 200770.3Not deficient---9100
November 200574.6Not deficient---7000
November 200372.0Not deficient---6500