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CAMPBELLTON RD over SOUTH UTOY CREEK

Map

Coordinates:
+33.72417, -84.47142
33°43'27" N, 84°28'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6385900480
Deck
Reinforced Concrete Decksq. ft.2,2622,262000
Substructure
Reinforced Concrete Abutmentlinear ft.7878000
Bearings
Movable Bearingeach1212000
Fixed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.116116000
Coatings
Wearing Surfacessq. ft.1,97201,97200
Steel Protective Coatingsq. ft.3,8770003,877