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I-85 RAMP NBL over SOUTH RIVER

Map

Coordinates:
+33.68622, -84.40117
33°41'10" N, 84°24'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-85 RAMP NBL over SOUTH RIVER
Structure number:000000012102020
Location:IN SOUTH ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:53.2 ft. [16.2 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1988
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: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,330 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201595.7FairSatisfactoryGoodSatisfactory-16330
April 201395.7FairSatisfactoryGoodSatisfactory-16330
April 201195.0FairSatisfactoryGoodSatisfactory-21170
June 200995.0FairSatisfactoryGoodSatisfactory-21170
March 200795.0FairSatisfactoryGoodSatisfactory-21320
April 200585.0FairSatisfactoryGoodSatisfactory-107300
April 200385.0FairSatisfactoryGoodSatisfactory-107300
August 200185.0FairSatisfactoryGoodSatisfactory-107300
April 199985.0FairSatisfactoryGoodSatisfactory-107300
May 199685.0FairSatisfactoryVery GoodGood-107300
June 199485.0FairSatisfactoryVery GoodGood-88700
November 199287.0FairSatisfactoryVery GoodGood-73290
October 199081.8FairSatisfactoryVery GoodGood-70060

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,0851,085000
Steel Protective Coatingsq. ft.9,4499,449000
Deck
Reinforced Concrete Decksq. ft.7,0067,001050
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.90450450
Reinforced Concrete Pier Caplinear ft.90781200
Joints
Pourable Jointlinear ft.180001800
Bearings
Movable Bearingeach2121000
Steel Protective Coatingsq. ft.2121000
Fixed Bearingeach2119011
Steel Protective Coatingsq. ft.2121000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.310310000
Coatings
Wearing Surfacessq. ft.1,1971,197000