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I-85 over M-9213- PEACHTREE CREEK

Map

Coordinates:
+33.82342, -84.35314
33°49'24" N, 84°21'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I-85 over M-9213- PEACHTREE CREEK
Structure number:000000012102130
Location:IN N ATLANTA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:118.1 ft. [36.0 m]
Total length:1176.9 ft. [358.7 m]
Roadway width between curbs:169.6 ft. [51.7 m]
Deck width edge-to-edge:172.9 ft. [52.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1984
Year reconstructed:2014
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:14
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

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:210,190 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.4 tons [57.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:73.6
Estimated cost of work:$27,593,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201573.6FairGoodVery GoodSatisfactory-210190
August 201362.2FairGoodVery GoodFair-210190
July 201158.2FairGoodVery GoodFair-193540
October 200969.9GoodGoodVery GoodGood-193540
August 200770.2GoodGoodVery GoodGood-188580
August 200570.8GoodGoodVery GoodGood-177960
August 200378.6GoodGoodVery GoodGood-139700
October 200177.9GoodGoodVery GoodGood-152600
October 199974.8GoodGoodVery GoodGood-209300
August 199685.9GoodGoodVery GoodGood-209300
September 199485.0GoodGoodVery GoodGood-209300
November 199285.0GoodGoodVery GoodGood-175060
October 199085.7GoodGoodVery GoodGood-163380