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DONALD LEE HOLLAWA over PROCTOR CREEK

Map

Coordinates:
+33.77192, -84.42977
33°46'19" N, 84°25'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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