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LOTUS AVE. over PROCTOR CREEK TRIB

Map

Coordinates:
+33.78756, -84.46428
33°47'15" N, 84°27'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2161625400
Deck
Reinforced Concrete Decksq. ft.567056700
Substructure
Reinforced Concrete Abutmentlinear ft.4141000
Bearings
Movable Bearingeach80080
Fixed Bearingeach80080
Coatings
Steel Protective Coatingsq. ft.31,75228,57703,12154