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EASTDALE LOOP over EASTDALE DITCH

Map 

Coordinates:
+32.38833, -86.21014
32°23'18" N, 86°12'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTDALE LOOP over EASTDALE DITCH
Structure number:013605
Old structure number:0000001451M0020 (from 1992 edition)
Location:N.W. ENT TO EASTDALE MALL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1992]
Truck traffic:1% 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:97.8 tons [88.9 metric tons]
Inventory rating:68.8 tons [62.5 metric tons]
Sufficiency rating:99.6
Estimated cost of work:$541,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201699.6Not deficient---4500
March 201499.6Not deficient---4500
March 201299.6Not deficient---4500
March 201089.7Not deficient---4500
March 200889.7Not deficient---4500
March 200689.7Not deficient---4500
March 200489.7Not deficient---4500
March 200289.7Not deficient---4500
March 200089.7Not deficient---4500
March 199889.7Not deficient---4500
June 199689.4Not deficient---4500
October 199489.5Not deficient---4500
October 199289.5Not deficient---4500
August 199099.7Not deficient---4500