Share:

I-85 over M-9213- PEACHTREE CREEK

Map

Coordinates:
+33.82342, -84.35314
33°49'24" N, 84°21'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.36,15136,151000
Deck
Reinforced Concrete Decksq. ft.203,400203,400000
Substructure
Reinforced Concrete Columneach8079100
Reinforced Concrete Abutmentlinear ft.346346000
Reinforced Concrete Pier Caplinear ft.2,2492,07617300
Joints
Strip Seal Jointlinear ft.519051900
Pourable Jointlinear ft.2,0762,076000
Bearings
Elastomeric Bearingeach852852000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3532,353000