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BROWNLEE ROAD over UTOY CREEK

Map 

Coordinates:
+33.74485, -84.49716
33°44'41" N, 84°29'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROWNLEE ROAD over UTOY CREEK
Structure number:000000012152870
Location:IN WEST ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:86.9 ft. [26.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.9
Estimated cost of work:$510,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201487.9Not deficientGoodVery GoodVery Good1940
November 201287.9Not deficientGoodVery GoodVery Good1940
December 201087.9Not deficientGoodVery GoodVery Good1900
December 200887.9Not deficientGoodVery GoodVery Good1900
November 200686.9Not deficientGoodVery GoodVery Good2010
December 200488.0Not deficientGoodVery GoodVery Good1560
October 200288.0Not deficientGoodVery GoodVery Good1560
December 200087.9Not deficientVery GoodVery GoodVery Good1820
February 200088.9Not deficientVery GoodVery GoodVery Good1810