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NORTHWEST ROAD over PROCTOR CREEK

Map 

Coordinates:
+33.79939, -84.48694
33°47'58" N, 84°29'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORTHWEST ROAD over PROCTOR CREEK
Structure number:000000012103350
Location:IN N W ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:45.9 ft. [14.0 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:1,450 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.1
Estimated cost of work:$803,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201588.1Not deficientGoodSatisfactoryGood1450
January 201385.8Not deficientGoodSatisfactoryGood1450
January 201185.8Not deficientGoodSatisfactoryVery Good1540
January 200985.8Not deficientGoodGoodVery Good1540
February 200785.7Not deficientGoodGoodVery Good1830
January 200585.8Not deficientGoodGoodVery Good1320
January 200385.8Not deficientGoodGoodVery Good1300
October 200073.9Functionally obsoleteGoodGoodVery Good11370
July 199873.9Functionally obsoleteGoodGoodVery Good11370
January 199574.0Functionally obsoleteGoodGoodVery Good10460
January 199374.3Functionally obsoleteGoodGoodVery Good9700
February 199174.4Functionally obsoleteGoodGoodVery Good9250