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OLD MADISON PIKE over CREEK

Map 

Coordinates:
+34.70702, -86.71545
34°42'25" N, 86°42'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD MADISON PIKE over CREEK
Structure number:014625
Old structure number:0000009545M0050 (from 1992 edition)
Location:.5 MI WEST RIDEOUT RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
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]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:18,300 [as of 2013]
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:97.9 tons [89.0 metric tons]
Inventory rating:97.9 tons [89.0 metric tons]
Sufficiency rating:78.8
Estimated cost of work:$2,757,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201578.8Not deficient---18300
January 201377.8Not deficient---21100
January 201179.3Not deficient---16800
January 200979.3Not deficient---16800
January 200795.3Not deficient---16800
January 200595.3Not deficient---16800
January 200395.3Not deficient---16800
January 200196.3Not deficient---13100
February 199995.4Not deficient---12300
February 199792.4Not deficient---12200
March 199592.4Not deficient---12200
March 199395.5Not deficient---12100
April 199195.5Not deficient---12000