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LOTUS AVE. over PROCTOR CREEK TRIB

Map

Coordinates:
+33.78764, -84.46427
33°47'16" 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]
Sufficiency rating:70.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodSatisfactoryGood194070.7
January 2015FairGoodSatisfactorySatisfactory194070.7
January 2013FairGoodSatisfactoryFair194059.7
January 2011FairGoodSatisfactoryFair190059.7
January 2009FairGoodSatisfactoryGood190070.7
February 2007FairGoodSatisfactoryGood199060.3
January 2005FairGoodSatisfactoryGood156060.3
February 2003FairGoodSatisfactoryGood156060.3
November 2000FairGoodSatisfactoryGood182060.3
January 1999FairGoodSatisfactoryGood181060.3
June 1997FairGoodSatisfactoryGood171060.3
February 1995FairGoodSatisfactoryGood171060.2
February 1993FairGoodSatisfactoryGood171060.2
February 1991GoodGoodGoodGood164060.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2160200160
Steel Protective Coatingsq. ft.1,0800001,080
Deck
Reinforced Concrete Decksq. ft.56746710000
Substructure
Reinforced Concrete Abutmentlinear ft.4141000
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach80080
Steel Protective Coatingsq. ft.80008