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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 2014 

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:67.1 tons [61.0 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:95.7
Estimated cost of work:$1,133,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201495.7Not deficientSatisfactorySatisfactoryGood3500
April 201295.7Not deficientSatisfactoryGoodGood3500
April 201074.1Not deficientSatisfactoryGoodGood3500
April 200874.1Not deficientSatisfactoryGoodGood3500
April 200675.1Not deficientSatisfactoryGoodGood3500
April 200475.1Not deficientGoodGoodGood3500
April 200275.1Not deficientGoodGoodGood3500
August 200075.1Not deficientGoodGoodGood3500
July 199875.3Not deficientGoodGoodGood3500
July 199675.1Not deficientGoodGoodGood3500
November 199475.2Not deficientGoodGoodGood3500
October 199275.2Not deficientGoodGoodGood3500
August 199082.3Not deficientGoodGoodGood3500