Share:

I-75 R TO I-75 SB over I-75 SB RMP TO JESSIE HI

Map 

Coordinates:
+33.75837, -84.38037
33°45'30" N, 84°22'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-75 R TO I-75 SB over I-75 SB RMP TO JESSIE HI
Structure number:000000012107180
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:110.9 ft. [33.8 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Skew angle:19°
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:7,330 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$473,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.9Not deficientGoodVery GoodGood7330
May 201396.9Not deficientGoodVery GoodGood7330
June 201198.8Not deficientGoodVery GoodGood8250
July 200998.8Not deficientGoodVery GoodGood8250
February 200898.8Not deficientGoodVery GoodGood8250
August 200598.6Not deficientGoodVery GoodGood9780
August 200393.5Not deficientGoodVery GoodGood10000
September 200193.5Not deficientGoodVery GoodGood10000
June 199989.4Functionally obsoleteGoodVery GoodGood10000
June 199693.5Not deficientVery GoodVery GoodVery Good10000
July 199493.4Not deficientVery GoodVery GoodVery Good10000
March 199493.4Not deficientVery GoodVery GoodVery Good10000
November 199193.4Not deficientVery GoodVery GoodVery Good10000