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WHITEHALL STREET over NS RAILROAD (718069H)

Map 

Coordinates:
+33.74253, -84.40697
33°44'33" N, 84°24'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITEHALL STREET over NS RAILROAD (718069H)
Structure number:000000012100080
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: November 2014 

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:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.6
Estimated cost of work:$879,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201477.6Functionally obsoleteGoodGoodGood7740
November 201277.6Functionally obsoleteGoodGoodGood7740
December 201077.3Functionally obsoleteGoodGoodGood9370
November 200877.3Functionally obsoleteGoodGoodGood9370
October 200677.9Functionally obsoleteGoodVery GoodVery Good6090
December 200477.1Functionally obsoleteGoodVery GoodVery Good10520
November 200274.8Functionally obsoleteGoodVery GoodVery Good23200
January 200175.1Functionally obsoleteGoodVery GoodVery Good21500
July 199875.1Functionally obsoleteVery GoodVery GoodVery Good21500
December 199473.8Not deficientVery GoodVery GoodVery Good21500
February 199375.8Not deficientVery GoodVery GoodVery Good11169
February 199175.8Not deficientVery GoodVery GoodVery Good11169