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HOWELL MILL ROAD over PEACHTREE CREEK

Map

Coordinates:
+33.82457, -84.41636
33°49'28" N, 84°24'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HOWELL MILL ROAD over PEACHTREE CREEK
Structure number:000000012104030
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans 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: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:18,610 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:7.9 tons [7.2 metric tons]
Inventory rating:4.0 tons [3.6 metric tons]
Sufficiency rating:15.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,289,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201615.8PoorSatisfactorySeriousSeriousSD18610
August 201548.9PoorSatisfactoryPoorPoorSD18610
February 201448.9PoorSatisfactoryPoorPoorSD18610
February 201348.7PoorSatisfactoryPoorPoorSD20200
February 201248.7PoorSatisfactoryPoorPoorSD20220
January 201148.6PoorSatisfactoryPoorPoorSD20890
January 200948.6PoorSatisfactoryPoorPoorSD20890
January 200766.5FairSatisfactorySatisfactoryFair-4400
January 200566.3FairSatisfactorySatisfactoryFair-6730
February 200366.2FairSatisfactorySatisfactoryFair-7510
October 200065.1FairSatisfactorySatisfactoryFair-22789
July 199865.1FairSatisfactorySatisfactoryFair-22789
January 199564.1FairSatisfactorySatisfactoryFair-22789
January 199364.1FairSatisfactorySatisfactoryFair-22789
February 199142.7PoorSatisfactorySatisfactoryPoorSD22789