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

Map 

Coordinates:
+33.80872, -84.37770
33°48'31" N, 84°22'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201578.0Not deficientGoodGoodGood199160
August 201378.0Not deficientGoodGoodGood199160
March 201280.0Not deficientGoodGoodGood199220
March 201080.0Not deficientGoodGoodGood233880
March 200880.0Not deficientGoodGoodGood233880
August 200580.0Not deficientGoodGoodGood193440
August 200385.0Not deficientGoodGoodGood250100
October 200185.0Not deficientGoodGoodGood246200
October 199981.0Functionally obsoleteGoodGoodGood161800
August 199684.0Not deficientGoodVery GoodVery Good114006
August 199484.0Not deficientGoodVery GoodVery Good114006
November 199284.0Not deficientGoodVery GoodVery Good114006
October 199079.0Not deficientVery GoodVery GoodVery Good114006