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WILDWOOD DRIVE over HANNON SLOUGH

Map

Coordinates:
+32.34194, -86.27032
32°20'31" N, 86°16'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WILDWOOD DRIVE over HANNON SLOUGH
Structure number:008792
Old structure number:0000004851M0040 (from 1992 edition)
Location:200 FT W OF BOXWOOD DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:60.0 ft. [18.3 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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Operating rating:52.7 tons [47.9 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:97.8
Estimated cost of work:$937,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201697.8Fair6 out of 10-300
May 201497.8Fair6 out of 10-300
May 201297.8Good7 out of 10-300
May 201097.8Good7 out of 10-300
May 200879.5Good7 out of 10-300
May 200679.5Good7 out of 10-300
May 200479.5Good7 out of 10-300
May 200279.5Good7 out of 10-300
May 200079.5Good7 out of 10-300
April 199879.7Good7 out of 10-300
June 199679.5Good7 out of 10-300
November 199479.5Good7 out of 10-300
November 199279.5Good7 out of 10-300
August 199086.5Good7 out of 10-300