Share:

I-85 over SR237-RMP-2SR13RMPS-2 CS

Map

Coordinates:
+33.80872, -84.37770
33°48'31" N, 84°22'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-85 over SR237-RMP-2SR13RMPS-2 CS
Structure number:000000012105510
Location:IN N ATLANTA
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:119.1 ft. [36.3 m]
Total length:4151.1 ft. [1265.2 m]
Roadway width between curbs:155.8 ft. [47.5 m]
Deck width edge-to-edge:159.5 ft. [48.6 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:99°
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:40
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: August 2015

Good/Fair/Poor Condition:Good
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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.2 tons [72.0 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:78.0
Estimated cost of work:$84,043,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201578.0GoodGoodGoodGood-199160
August 201378.0GoodGoodGoodGood-199160
March 201280.0GoodGoodGoodGood-199220
March 201080.0GoodGoodGoodGood-233880
March 200880.0GoodGoodGoodGood-233880
August 200580.0GoodGoodGoodGood-193440
August 200385.0GoodGoodGoodGood-250100
October 200185.0GoodGoodGoodGood-246200
October 199981.0GoodGoodGoodGoodFO161800
August 199684.0GoodGoodVery GoodVery Good-114006
August 199484.0GoodGoodVery GoodVery Good-114006
November 199284.0GoodGoodVery GoodVery Good-114006
October 199079.0GoodVery GoodVery GoodVery Good-114006

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.84,82484,824000
Deck
Reinforced Concrete Decksq. ft.661,577661,5393800
Substructure
Reinforced Concrete Columneach218216200
Reinforced Concrete Abutmentlinear ft.312312000
Reinforced Concrete Pier Caplinear ft.6,0846,084000
Joints
Strip Seal Jointlinear ft.6,3966,07931205
Bearings
Elastomeric Bearingeach1,6561,656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8,3028,302000