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COLLIER ROAD over PEACHTREE CREEK TRIB

Map

Coordinates:
+33.80858, -84.43535
33°48'31" N, 84°26'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLLIER ROAD over PEACHTREE CREEK TRIB
Structure number:000000012104350
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:6,970 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:53.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$240,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201653.6FairGoodFairGoodSD6970
December 201453.6FairGoodFairGoodSD6970
December 201253.6FairGoodFairGoodSD6970
December 201053.6FairGoodFairGoodSD6590
January 200963.7FairGoodSatisfactoryGoodSD6590
February 200763.7FairGoodSatisfactoryGoodSD6450
February 200566.0FairGoodSatisfactoryGoodSD7280
February 200366.0FairGoodSatisfactoryGoodSD6300
November 200065.7FairGoodSatisfactoryGoodSD11370
July 199865.7FairGoodSatisfactoryGoodSD11370
January 199565.3FairGoodSatisfactoryGoodSD10460
January 199365.4FairGoodSatisfactoryGoodSD9700
February 199170.8GoodGoodGoodGoodSD9500