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NORTHWEST ROAD over PROCTOR CREEK

Map

Coordinates:
+33.79939, -84.48694
33°47'58" N, 84°29'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: December 2016

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201688.1FairGoodSatisfactoryGood-1450
January 201588.1FairGoodSatisfactoryGood-1450
January 201385.8FairGoodSatisfactoryGood-1450
January 201185.8FairGoodSatisfactoryVery Good-1540
January 200985.8GoodGoodGoodVery Good-1540
February 200785.7GoodGoodGoodVery Good-1830
January 200585.8GoodGoodGoodVery Good-1320
January 200385.8GoodGoodGoodVery Good-1300
October 200073.9GoodGoodGoodVery GoodFO11370
July 199873.9GoodGoodGoodVery GoodFO11370
January 199574.0GoodGoodGoodVery GoodFO10460
January 199374.3GoodGoodGoodVery GoodFO9700
February 199174.4GoodGoodGoodVery GoodFO9250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.690690000
Deck
Reinforced Concrete Decksq. ft.5,2445,244000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.7676000
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Pourable Jointlinear ft.112112000
Bearings
Movable Bearingeach1500150
Fixed Bearingeach1500150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.276276000
Coatings
Steel Protective Coatingsq. ft.6,316606,25060