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CAMPBELLTON RD over SOUTH UTOY CREEK

Map

Coordinates:
+33.72417, -84.47142
33°43'27" N, 84°28'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CAMPBELLTON RD over SOUTH UTOY CREEK
Structure number:000000012103540
Location:IN EAST POINT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,540 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:75.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$340,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201675.2FairSatisfactorySatisfactorySatisfactory-12540
November 201475.2FairSatisfactorySatisfactorySatisfactory-12540
November 201275.2FairSatisfactorySatisfactorySatisfactory-12540
December 201074.7FairSatisfactorySatisfactorySatisfactory-13680
December 200874.7FairSatisfactorySatisfactorySatisfactory-13680
December 200676.4FairSatisfactorySatisfactorySatisfactory-9970
November 200476.5FairSatisfactorySatisfactorySatisfactory-9610
November 200276.0FairSatisfactorySatisfactorySatisfactory-10700
December 200074.7FairSatisfactorySatisfactorySatisfactory-13500
June 199874.8FairSatisfactorySatisfactorySatisfactory-12881
January 199575.0FairSatisfactorySatisfactorySatisfactory-12881
February 199375.0FairSatisfactorySatisfactorySatisfactory-12881
March 199166.9FairSatisfactorySatisfactorySatisfactory-12881