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W PACES FERRY RD over NANCY CREEK

Map 

Coordinates:
+33.84781, -84.43341
33°50'52" N, 84°26'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W PACES FERRY RD over NANCY CREEK
Structure number:000000012104400
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:33.1 ft. [10.1 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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:2,560 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:87.9
Estimated cost of work:$694,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201587.9Not deficientGoodGoodGood2560
January 201386.6Not deficientGoodGoodGood2560
January 201186.6Not deficientVery GoodVery GoodVery Good2780
January 200986.6Not deficientVery GoodVery GoodVery Good2780
January 200786.6Not deficientVery GoodVery GoodVery Good3000
January 200579.1Not deficientVery GoodVery GoodVery Good3050
February 200379.2Not deficientVery GoodVery GoodVery Good1200
October 200074.7Not deficientVery GoodVery GoodVery Good11370
June 199874.7Not deficientVery GoodVery GoodVery Good11370
January 199574.4Not deficientVery GoodVery GoodVery Good10500
January 199374.4Not deficientVery GoodVery GoodVery Good10500
January 199173.4Not deficientVery GoodVery GoodVery Good10500