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5TH STREET over SIX MILE CREEK

Map

Coordinates:
+30.34361, -81.73667
30°20'37" N, 81°44'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:5TH STREET over SIX MILE CREEK
Structure number:724039
Location:0.34 MI W OF EDGEWOOD AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:6,701 [as of 2016]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:33.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,226,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201633.4PoorGoodGoodPoorSD6701
July 201433.4PoorGoodGoodPoorSD6701
July 201233.4PoorGoodGoodPoorSD6701
July 201033.4PoorGoodGoodPoorSD6701
July 200849.0FairGoodGoodFairFO6701
July 200647.4FairGoodGoodFairFO6701
July 200447.4FairGoodGoodFairFO6701
July 200247.4FairGoodGoodFairFO6701
July 200047.4FairGoodGoodFairFO6701
July 199857.9----FO6701
July 199656.5FairGoodGoodSatisfactoryFO6701
August 199455.6FairSatisfactorySatisfactoryGoodFO6701
August 199255.6FairSatisfactorySatisfactorySatisfactoryFO6701
September 199056.6Fair-SatisfactoryGoodFO6701