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FULTON STREET over I-75-3 I-75R-1 MRT-1 CS

Map 

Coordinates:
+33.74193, -84.39150
33°44'31" N, 84°23'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FULTON STREET over I-75-3 I-75R-1 MRT-1 CS
Structure number:000000012106540
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:164.1 ft. [50.0 m]
Total length:622.1 ft. [189.6 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:28.2 ft. [8.6 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]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:1,020 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.9
Estimated cost of work:$6,628,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.9Not deficientGoodGoodGood1020
August 201394.9Not deficientGoodGoodGood1020
January 201296.9Not deficientGoodGoodGood1020
January 201096.9Not deficientGoodGoodGood1020
February 200896.9Not deficientGoodGoodGood1020
August 200596.9Not deficientGoodGoodGood940
August 200396.9Not deficientGoodVery GoodGood7610
October 200196.8Not deficientGoodVery GoodGood8180
May 199996.0Not deficientGoodVery GoodGood14050
June 199696.0Not deficientVery GoodVery GoodVery Good14050
June 199495.9Not deficientVery GoodVery GoodVery Good14050
March 199495.9Not deficientVery GoodVery GoodVery Good14050
November 199195.9Not deficientVery GoodVery GoodVery Good14050