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SHIRLEY LANE over EASTDALE ST

Montgomery County, Alabama

Map

Coordinates:
+32.36896, -86.20508
32°22'08" N, 86°12'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHIRLEY LANE over EASTDALE ST
Structure number:008761
Old structure number:0000003251M0010 (from 1992 edition)
Location:0.1 MI. N EAST BY- PASS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$417,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Fair6 out of 10180092.3
April 2016Fair6 out of 10180092.3
April 2014Fair6 out of 10180092.4
April 2012Fair6 out of 10180092.4
April 2010Fair6 out of 10180092.4
April 2008Fair6 out of 10180070.0
April 2006Fair6 out of 10180070.0
April 2004Good7 out of 10180070.0
April 2002Good7 out of 10180070.0
April 2000Good7 out of 10180070.0
April 1998Good7 out of 10180070.1
May 1996Good7 out of 10180069.9
October 1994Good7 out of 10180069.9
October 1992Good7 out of 10180069.9
August 1990Good7 out of 10180077.3