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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 2015 

Status:Open, no restriction [A]
Average daily traffic:18,610 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:48.5 tons [44.1 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.9
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. ratingEvaluationDeckSuper.Sub.ADT
August 201548.9Structurally deficientSatisfactoryPoorPoor18610
February 201448.9Structurally deficientSatisfactoryPoorPoor18610
February 201348.7Structurally deficientSatisfactoryPoorPoor20200
February 201248.7Structurally deficientSatisfactoryPoorPoor20220
January 201148.6Structurally deficientSatisfactoryPoorPoor20890
January 200948.6Structurally deficientSatisfactoryPoorPoor20890
January 200766.5Not deficientSatisfactorySatisfactoryFair4400
January 200566.3Not deficientSatisfactorySatisfactoryFair6730
February 200366.2Not deficientSatisfactorySatisfactoryFair7510
October 200065.1Not deficientSatisfactorySatisfactoryFair22789
July 199865.1Not deficientSatisfactorySatisfactoryFair22789
January 199564.1Not deficientSatisfactorySatisfactoryFair22789
January 199364.1Not deficientSatisfactorySatisfactoryFair22789
February 199142.7Structurally deficientSatisfactorySatisfactoryPoor22789