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WHITEHALL STREET over M-9073 SPRING STREET

Map

Coordinates:
+33.74652, -84.39794
33°44'47" N, 84°23'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WHITEHALL STREET over M-9073 SPRING STREET
Structure number:000000012100090
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1963
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:4
Main spans material:Steel continuous [4]
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:7,740 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.5
Estimated cost of work:$1,947,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.5FairGoodSatisfactorySatisfactoryFO7740
December 201476.5FairGoodSatisfactorySatisfactoryFO7740
December 201278.5FairGoodSatisfactorySatisfactoryFO7740
January 201178.4FairGoodSatisfactorySatisfactoryFO9370
February 200978.4GoodGoodGoodGoodFO9370
January 200778.4GoodGoodGoodGoodFO9370
January 200578.4GoodGoodGoodGoodFO10520
January 200377.6GoodGoodGoodGoodFO23200
January 200177.8GoodGoodGoodGoodFO19800
July 199876.8GoodGoodGoodGoodFO19800
December 199476.1GoodGoodGoodGoodFO19800
February 199376.1GoodGoodGoodGoodFO19800
February 199176.1GoodGoodGoodGoodFO19800