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DONALD LEE HOLLAWA over PROCTOR CREEK

Map

Coordinates:
+33.77192, -84.42977
33°46'19" N, 84°25'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DONALD LEE HOLLAWA over PROCTOR CREEK
Structure number:000000012100200
Location:IN W ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:45.9 ft. [14.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Owner:State Highway Agency [01]
Year built:1930
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,940 [as of 2012]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:37.6 tons [34.2 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:58.7
Estimated cost of work:$417,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201558.7FairGoodSatisfactoryGoodFO13940
May 201358.7FairGoodSatisfactoryGoodFO13940
May 201157.9FairGoodSatisfactoryGoodFO23050
August 200958.5FairGoodSatisfactoryGoodFO16700
June 200758.5FairGoodSatisfactoryGoodFO16700
June 200558.4FairGoodSatisfactoryGoodFO17000
May 200358.4FairGoodSatisfactoryGoodFO17200
April 200158.5FairGoodSatisfactoryGoodFO16200
July 199956.0FairGoodSatisfactoryGoodFO22000
September 199656.0FairGoodSatisfactoryGoodFO22000
November 199466.1FairGoodSatisfactoryGoodFO22000
June 199266.1FairGoodSatisfactoryGoodFO22000
June 199044.4FairGoodSatisfactoryGoodFO21520

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.2,8292,829000
Wearing Surfacessq. ft.2,2082,1129600
Superstructure
Reinforced Concrete Archlinear ft.4640600
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9292000