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W.ENTRANCE EASTDA over EASTDALE DITCH

Map 

Coordinates:
+32.38566, -86.20991
32°23'08" N, 86°12'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W.ENTRANCE EASTDA over EASTDALE DITCH
Structure number:011621
Old structure number:0000001451M0010 (from 1992 edition)
Location:6.2 MI.E.OF W.CITY LIMITS
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]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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 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:7,000 [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:89.9 tons [81.7 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:84.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$541,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201684.2Not deficient---7000
March 201484.2Not deficient---7000
March 201284.2Not deficient---7000
March 201062.4Not deficient---7000
March 200862.4Not deficient---7000
March 200662.4Not deficient---7000
March 200462.4Not deficient---7000
March 200262.4Not deficient---7000
March 200062.4Not deficient---7000
March 199862.6Not deficient---7000
June 199662.4Not deficient---7000
December 199462.6Not deficient---7000
October 199262.6Not deficient---7000
August 199069.8Not deficient---7000