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ROSA L. PARKS AVE over CLOVERLAND DITCH

Map

Coordinates:
+32.32969, -86.31607
32°19'47" N, 86°18'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ROSA L. PARKS AVE over CLOVERLAND DITCH
Structure number:014082
Old structure number:0000000951M0050 (from 1992 edition)
Location:0.5 MI.N.OF S.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1987
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:95.7
Estimated cost of work:$822,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.7FairSatisfactorySatisfactoryGood-3500
April 201495.7FairSatisfactorySatisfactoryGood-3500
April 201295.7FairSatisfactoryGoodGood-3500
April 201074.1FairSatisfactoryGoodGood-3500
April 200874.1FairSatisfactoryGoodGood-3500
April 200675.1FairSatisfactoryGoodGood-3500
April 200475.1GoodGoodGoodGood-3500
April 200275.1GoodGoodGoodGood-3500
August 200075.1GoodGoodGoodGood-3500
July 199875.3GoodGoodGoodGood-3500
July 199675.1GoodGoodGoodGood-3500
November 199475.2GoodGoodGoodGood-3500
October 199275.2GoodGoodGoodGood-3500
August 199082.3GoodGoodGoodGood-3500