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I-85 NBL over PEACHTREE CREEK

Map 

Coordinates:
+33.81527, -84.36409
33°48'55" N, 84°21'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-85 NBL over PEACHTREE CREEK
Structure number:000000012105530
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:110.9 ft. [33.8 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1984
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:3
Main spans material:Prestressed concrete [5]
Main spans 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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:199,160 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:79.1
Estimated cost of work:$2,898,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201579.1Not deficientGoodVery GoodSatisfactory199160
July 201379.1Not deficientGoodVery GoodSatisfactory199160
July 201179.1Not deficientGoodVery GoodSatisfactory199220
September 200977.3Not deficientGoodVery GoodGood233880
March 200865.9Not deficientGoodVery GoodGood233880
August 200568.3Not deficientGoodVery GoodGood193440
August 200366.9Not deficientGoodVery GoodGood250100
October 200166.9Not deficientGoodVery GoodGood246200
October 199966.9Not deficientGoodVery GoodGood147400
August 199685.0Not deficientGoodVery GoodVery Good147400
August 199485.0Not deficientGoodVery GoodVery Good147400
November 199285.0Not deficientGoodVery GoodVery Good120070
October 199085.0Not deficientGoodVery GoodVery Good120070