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I75 N RM TO FULTON over I-75 NB RMP TO I-20 E&WB

Map 

Coordinates:
+33.74192, -84.39106
33°44'31" N, 84°23'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I75 N RM TO FULTON over I-75 NB RMP TO I-20 E&WB
Structure number:000000012106990
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:102.0 ft. [31.1 m]
Total length:199.2 ft. [60.7 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:27.2 ft. [8.3 m]
Skew angle:70°
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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:5,920 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
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:82.7
Estimated cost of work:$1,484,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201582.7Not deficientGoodGoodSatisfactory5920
August 201382.7Not deficientGoodGoodSatisfactory5920
December 201181.7Not deficientVery GoodVery GoodSatisfactory22220
November 200981.7Not deficientVery GoodVery GoodSatisfactory22220
October 200781.5Not deficientVery GoodVery GoodGood25180
July 200582.3Not deficientVery GoodVery GoodGood12500
July 200390.4Not deficientVery GoodVery GoodGood1560
September 200182.4Not deficientVery GoodVery GoodGood10000
May 199982.4Not deficientGoodVery GoodGood10000
June 199682.4Not deficientVery GoodVery GoodGood10000
June 199483.1Not deficientVery GoodVery GoodGood10000
March 199483.1Not deficientVery GoodVery GoodGood10000
November 199183.1Not deficientVery GoodVery GoodGood10000