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I-85 SBL over PEACHTREE CREEK

Map

Coordinates:
+33.81568, -84.36402
33°48'56" N, 84°21'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-85 SBL over PEACHTREE CREEK
Structure number:000000012105520
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:105.3 ft. [32.1 m]
Deck width edge-to-edge:108.6 ft. [33.1 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1984
Year reconstructed:1993
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

Good/Fair/Poor Condition:Fair
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:Good [7 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:Superior to present desirable criteria [9]
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:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:74.5
Estimated cost of work:$3,333,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201574.5FairGoodGoodSatisfactory-199160
July 201374.5FairGoodGoodSatisfactory-199160
July 201174.5FairGoodGoodSatisfactory-199220
September 200972.6FairGoodVery GoodSatisfactory-233880
March 200871.0FairGoodVery GoodSatisfactory-233880
August 200573.1GoodGoodVery GoodGood-193440
August 200371.0GoodGoodVery GoodGood-250100
October 200171.0GoodGoodVery GoodGood-246200
October 199970.8GoodGoodVery GoodGood-147400
August 199685.0GoodGoodVery GoodGood-147400
August 199485.0GoodGoodVery GoodGood-147400
November 199285.0GoodGoodVery GoodGood-120070
October 199085.0GoodGoodVery GoodGood-120070

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,8823,882000
Deck
Reinforced Concrete Decksq. ft.29,53929,539000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.218208460
Reinforced Concrete Pier Caplinear ft.218218000
Joints
Strip Seal Jointlinear ft.109010900
Compression Jointlinear ft.327327000
Bearings
Elastomeric Bearingeach8686000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.544544000