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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: October 2016 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201688.4GoodVery GoodVery GoodVery Good-970
November 201488.4GoodVery GoodVery GoodVery Good-970
November 201288.4GoodVery GoodVery GoodVery Good-970
November 201088.3GoodVery GoodVery GoodVery Good-1160
December 200888.3GoodVery GoodVery GoodVery Good-1160
December 200688.3GoodVery GoodVery GoodVery Good-1280
November 200488.2GoodVery GoodVery GoodVery Good-1800
November 200288.3GoodVery GoodVery GoodVery Good-1000
December 200076.1GoodVery GoodVery GoodVery Good-10460
June 199877.1GoodVery GoodVery GoodVery Good-10460