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BROWNS MILL ROAD over SOUTH RIVER TRIB

Map 

Coordinates:
+33.67305, -84.38269
33°40'23" N, 84°22'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROWNS MILL ROAD over SOUTH RIVER TRIB
Structure number:000000012105760
Location:IN SOUTHWEST ATLANTA
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1929
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:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:4,280 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:72.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201472.2Not deficientSatisfactoryFairSatisfactory4280
October 201272.2Not deficientSatisfactoryFairSatisfactory4280
October 201083.4Not deficientSatisfactorySatisfactorySatisfactory3780
December 200883.4Not deficientSatisfactorySatisfactorySatisfactory3780
November 200683.4Not deficientSatisfactorySatisfactorySatisfactory3480
December 200483.3Not deficientSatisfactorySatisfactorySatisfactory4340
September 200283.5Not deficientSatisfactorySatisfactorySatisfactory2900
December 200061.2Functionally obsoleteSatisfactorySatisfactorySatisfactory11370
June 199861.2Functionally obsoleteSatisfactorySatisfactorySatisfactory11370
January 199563.9Functionally obsoleteSatisfactorySatisfactorySatisfactory10460
February 199364.0Functionally obsoleteSatisfactorySatisfactorySatisfactory9870
February 199167.4Functionally obsoleteSatisfactorySatisfactorySatisfactory9250