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JAMES JACKSON PWY over PROCTOR CREEK

Map

Coordinates:
+33.79610, -84.47470
33°47'46" N, 84°28'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JAMES JACKSON PWY over PROCTOR CREEK
Structure number:000000012101140
Location:IN N W ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Owner:State Highway Agency [01]
Year built:1961
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,550 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:67.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201567.3GoodGoodVery GoodGood-5550
April 201367.3GoodGoodVery GoodGood-5550
April 201167.0GoodGoodVery GoodGood-6820
June 200967.0GoodGoodVery GoodGood-6820
May 200766.2GoodGoodVery GoodGood-9340
June 200571.2GoodGoodVery GoodGood-5220
June 200382.7GoodGoodVery GoodGood-4900
April 200178.7GoodGoodVery GoodGood-5500
July 199978.3FairSatisfactoryVery GoodGood-7070
October 199678.3FairSatisfactoryVery GoodGood-7070
December 199478.0FairSatisfactoryVery GoodGood-7070
August 199278.0FairSatisfactoryVery GoodGood-7070
August 199078.0FairSatisfactoryVery GoodGood-7070

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,0801,080000
Steel Protective Coatingsq. ft.8,0348,034000
Deck
Reinforced Concrete Decksq. ft.7,62007,62000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.126126000
Reinforced Concrete Pier Caplinear ft.126124020
Joints
Pourable Jointlinear ft.2520631890
Bearings
Movable Bearingeach2727000
Steel Protective Coatingsq. ft.2727000
Fixed Bearingeach2727000
Steel Protective Coatingsq. ft.2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.169169000