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FULTON RM TO I-75 over I-75 NB RMP TO I-20 E&WB

Map 

Coordinates:
+33.74522, -84.38997
33°44'43" N, 84°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FULTON RM TO I-75 over I-75 NB RMP TO I-20 E&WB
Structure number:000000012107000
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:85.0 ft. [25.9 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:22.3 ft. [6.8 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 continuous [6]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:4,640 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
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:99.4
Estimated cost of work:$498,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.4Not deficientGoodSatisfactoryGood4640
August 201399.4Not deficientGoodGoodGood4640
December 201199.7Not deficientGoodGoodGood2202
November 200998.6Not deficientGoodGoodGood10000
October 200798.6Not deficientGoodGoodGood10000
July 200598.6Not deficientGoodGoodGood10000
July 200398.6Not deficientGoodVery GoodGood10000
September 200198.6Not deficientGoodVery GoodGood10000
May 199998.6Not deficientGoodVery GoodGood10000
June 199696.5Not deficientVery GoodVery GoodGood10000
June 199494.4Not deficientVery GoodVery GoodGood10000
March 199494.4Not deficientVery GoodVery GoodGood10000
November 199194.4Not deficientVery GoodVery GoodGood10000