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PARK DRIVE over PEDESTRIAN WALKWAY

Map

Coordinates:
+33.78624, -84.37076
33°47'10" N, 84°22'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK DRIVE over PEDESTRIAN WALKWAY
Structure number:000000012150880
Location:PIEDMONT PK RR717941E
Purpose:Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,202 [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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 not over waterway. [N]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:60.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,272,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201660.3FairSatisfactorySatisfactorySatisfactoryFO2202
September 201460.3FairSatisfactorySatisfactorySatisfactoryFO2202
October 201249.2FairFairFairFairFO2202
January 20123.8PoorImminent FailureImminent FailureCriticalSD2202
February 201135.8PoorPoorPoorPoorSD1900
January 201035.8PoorPoorPoorPoorSD1900
January 200933.7PoorPoorPoorPoorSD1900
January 200731.5PoorPoorPoorPoorSD2010
January 200533.9PoorPoorPoorPoorSD1560
January 200333.9PoorPoorPoorPoorSD1560
November 200031.0PoorPoorPoorPoorSD2725
February 200031.0PoorPoorPoorPoorSD2725
June 199731.0PoorPoorPoorPoorSD2725
February 199530.9PoorPoorPoorPoorSD2725
January 199330.9PoorPoorPoorPoorSD2725
February 199129.1PoorPoorPoorPoorSD2725

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,00801,00800
Deck
Reinforced Concrete Decksq. ft.8,89708,89700
Superstructure
Reinforced Concrete Archlinear ft.146014600
Reinforced Concrete Floor Beamlinear ft.328032800
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.8208200
Joints
Assembly with Sealeach2054116400
Bearings
Enclosed/Concealed Bearingeach5656000
Bridge Rail
Other Material Bridge Raillinear ft.434434000
Coatings
Wearing Surfacessq. ft.5,2085,208000