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LOTUS AVE. over PROCTOR CREEK TRIB

Map 

Coordinates:
+33.78756, -84.46428
33°47'15" N, 84°27'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOTUS AVE. over PROCTOR CREEK TRIB
Structure number:000000012151540
Location:IN N W ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:70.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$158,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201670.7FairGoodSatisfactoryGoodFO1940
January 201570.7FairGoodSatisfactorySatisfactoryFO1940
January 201359.7FairGoodSatisfactoryFairFO1940
January 201159.7FairGoodSatisfactoryFairFO1900
January 200970.7FairGoodSatisfactoryGoodFO1900
February 200760.3FairGoodSatisfactoryGoodFO1990
January 200560.3FairGoodSatisfactoryGoodFO1560
February 200360.3FairGoodSatisfactoryGoodFO1560
November 200060.3FairGoodSatisfactoryGoodFO1820
January 199960.3FairGoodSatisfactoryGoodFO1810
June 199760.3FairGoodSatisfactoryGoodFO1710
February 199560.2FairGoodSatisfactoryGoodFO1710
February 199360.2FairGoodSatisfactoryGoodFO1710
February 199160.2GoodGoodGoodGoodFO1640