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COLLIER ROAD over TANYARD CREEK

Map

Coordinates:
+33.81011, -84.40229
33°48'36" N, 84°24'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLLIER ROAD over TANYARD CREEK
Structure number:000000012104360
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1911
Year reconstructed:1950
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,260 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:78.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$527,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201678.4FairFairSatisfactoryGood-9260
November 201478.4FairFairGoodGood-9260
November 201276.3FairFairGoodGoodFO9260
November 201076.0FairFairGoodGoodFO10690
December 200876.0FairFairGoodGoodFO10690
January 200775.9FairFairGoodGoodFO11270
January 200576.2FairFairGoodGoodFO9950
February 200376.1FairFairGoodGoodFO10500
November 200075.9FairFairGoodGoodFO11370
July 199875.7FairFairGoodGoodFO11370
January 199578.0FairFairGoodGood-10500
December 199278.0FairFairGoodGood-10500
February 199177.5FairFairGoodGood-10500