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STONE ROAD over NORTH FORK CAMP CREEK

Map 

Coordinates:
+33.67325, -84.50152
33°40'24" N, 84°30'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STONE ROAD over NORTH FORK CAMP CREEK
Structure number:000000012152770
Location:IN SOUTHWEST ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.0 ft. [24.7 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:970 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:88.4
Estimated cost of work:$475,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201488.4Not deficientVery GoodVery GoodVery Good970
November 201288.4Not deficientVery GoodVery GoodVery Good970
November 201088.3Not deficientVery GoodVery GoodVery Good1160
December 200888.3Not deficientVery GoodVery GoodVery Good1160
December 200688.3Not deficientVery GoodVery GoodVery Good1280
November 200488.2Not deficientVery GoodVery GoodVery Good1800
November 200288.3Not deficientVery GoodVery GoodVery Good1000
December 200076.1Not deficientVery GoodVery GoodVery Good10460
June 199877.1Not deficientVery GoodVery GoodVery Good10460