SHIRLEY LANE over EASTDALE ST
Map
Coordinates:
+32.36896, -86.2050832°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
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 6 out of 10 | 1800 | 92.3 |
April 2016 | Fair | 6 out of 10 | 1800 | 92.3 |
April 2014 | Fair | 6 out of 10 | 1800 | 92.4 |
April 2012 | Fair | 6 out of 10 | 1800 | 92.4 |
April 2010 | Fair | 6 out of 10 | 1800 | 92.4 |
April 2008 | Fair | 6 out of 10 | 1800 | 70.0 |
April 2006 | Fair | 6 out of 10 | 1800 | 70.0 |
April 2004 | Good | 7 out of 10 | 1800 | 70.0 |
April 2002 | Good | 7 out of 10 | 1800 | 70.0 |
April 2000 | Good | 7 out of 10 | 1800 | 70.0 |
April 1998 | Good | 7 out of 10 | 1800 | 70.1 |
May 1996 | Good | 7 out of 10 | 1800 | 69.9 |
October 1994 | Good | 7 out of 10 | 1800 | 69.9 |
October 1992 | Good | 7 out of 10 | 1800 | 69.9 |
August 1990 | Good | 7 out of 10 | 1800 | 77.3 |