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DRIVEWAY over ALDRIDGE CREEK

Map 

Coordinates:
+34.70000, -86.55000
34°42'00" N, 86°32'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DRIVEWAY over ALDRIDGE CREEK
Structure number:010429
Old structure number:0000022545M0010 (from 1992 edition)
Location:1115 DRAKE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:30 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:86.5
Estimated cost of work:$240,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201486.5Not deficient---30
May 201274.5Not deficient---30
May 201074.5Not deficient---30
May 200874.5Not deficient---30
September 200674.5Not deficient---30
September 200474.5Not deficient---30
September 200274.5Not deficient---30
December 200074.5Not deficient---30
November 199874.7Not deficient---30
December 199674.5Not deficient---30
December 199474.5Not deficient---30
February 199374.5Not deficient---20
January 199181.6Not deficient---10