Share:

W.ENTRANCE EASTDA over EASTDALE DITCH

Map

Coordinates:
+32.38231, -86.20684
32°22'56" N, 86°12'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

Good/Fair/Poor Condition:Good
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]
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:$537,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 10700084.2
March 2016Good7 out of 10700084.2
March 2014Good7 out of 10700084.2
March 2012Good7 out of 10700084.2
March 2010Good7 out of 10700062.4
March 2008Good7 out of 10700062.4
March 2006Good7 out of 10700062.4
March 2004Good7 out of 10700062.4
March 2002Good7 out of 10700062.4
March 2000Good7 out of 10700062.4
March 1998Good7 out of 10700062.6
June 1996Good7 out of 10700062.4
December 1994Good7 out of 10700062.6
October 1992Good8 out of 10700062.6
August 1990Good8 out of 10700069.8