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I-285 CB OFF RAMP over PROCTOR CREEK

Map

Coordinates:
+33.80637, -84.49360
33°48'23" N, 84°29'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-285 CB OFF RAMP over PROCTOR CREEK
Structure number:000000012102560
Location:IN W ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:86.0 ft. [26.2 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
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:Steel [3]
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:Good
Status:Open, no restriction [A]
Average daily traffic:4,280 [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:Good [7 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:44.6 tons [40.5 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:86.5
Estimated cost of work:$989,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201586.5GoodGoodGoodGood-4280
July 201386.5GoodGoodGoodGood-4280
July 201185.4GoodGoodGoodGood-4760
September 200985.6GoodGoodGoodGood-3760
July 200777.1GoodGoodGoodGood-4200
August 200577.1GoodGoodGoodGood-4130
August 200377.0GoodGoodGoodGood-5000
October 200177.0GoodGoodGoodGood-5000
July 199977.5FairSatisfactoryGoodGood-1800
October 199694.7FairSatisfactoryVery GoodGood-1800
October 199495.7FairSatisfactoryVery GoodGood-1800
November 199295.7FairSatisfactoryGoodGood-1800
November 199096.7FairSatisfactoryGoodGood-1800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.928928000
Steel Protective Coatingsq. ft.8,0838,083000
Deck
Reinforced Concrete Decksq. ft.6,2646,264000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5454000
Reinforced Concrete Pier Caplinear ft.5454000
Joints
Compression Jointlinear ft.108510354
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.1201200
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.464464000