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FULTON STREET over M-9164 CENTRAL AVE.

Map

Coordinates:
+33.74192, -84.39340
33°44'31" N, 84°23'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FULTON STREET over M-9164 CENTRAL AVE.
Structure number:000000012106600
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:77.1 ft. [23.5 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:88.3 ft. [26.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1988
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,880 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:92.1
Estimated cost of work:$821,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201592.1GoodGoodVery GoodGoodFO5880
May 201392.1GoodGoodVery GoodGoodFO5880
May 201196.9GoodGoodVery GoodGood-1020
August 200996.9GoodGoodVery GoodGood-1020
February 200896.9GoodGoodVery GoodGood-1020
August 200596.9GoodGoodVery GoodGood-940
August 200390.9GoodGoodVery GoodGood-7610
October 200190.8GoodVery GoodVery GoodGood-8180
May 199987.8GoodGoodVery GoodGood-14050
October 199687.8GoodVery GoodVery GoodVery Good-14050
June 199487.7GoodVery GoodVery GoodVery Good-14050
March 199487.7GoodVery GoodVery GoodVery Good-14050
November 199187.7GoodVery GoodVery GoodVery Good-14050