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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201586.5Not deficientGoodGoodGood4280
July 201386.5Not deficientGoodGoodGood4280
July 201185.4Not deficientGoodGoodGood4760
September 200985.6Not deficientGoodGoodGood3760
July 200777.1Not deficientGoodGoodGood4200
August 200577.1Not deficientGoodGoodGood4130
August 200377.0Not deficientGoodGoodGood5000
October 200177.0Not deficientGoodGoodGood5000
July 199977.5Not deficientSatisfactoryGoodGood1800
October 199694.7Not deficientSatisfactoryVery GoodGood1800
October 199495.7Not deficientSatisfactoryVery GoodGood1800
November 199295.7Not deficientSatisfactoryGoodGood1800
November 199096.7Not deficientSatisfactoryGoodGood1800