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RANDALL MILL ROAD over NANCY CREEK

Map 

Coordinates:
+33.85998, -84.42452
33°51'36" N, 84°25'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RANDALL MILL ROAD over NANCY CREEK
Structure number:000000012151780
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,940 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
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:72.3 tons [65.7 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:84.6
Estimated cost of work:$434,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201484.6Not deficientGoodGoodSatisfactory1940
November 201283.3Not deficientSatisfactorySatisfactorySatisfactory1940
November 201083.3Not deficientGoodGoodGood1900
December 200883.3Not deficientGoodGoodGood1900
January 200783.3Not deficientGoodGoodGood1990
January 200583.4Not deficientGoodGoodGood1560
February 200383.4Not deficientGoodGoodGood1560
November 200070.7Not deficientGoodGoodGood1820
November 199870.7Not deficientGoodGoodGood1810
June 199770.8Not deficientGoodGoodGood1640
February 199571.6Not deficientGoodGoodGood1640
January 199371.6Not deficientGoodGoodGood1640
January 199167.6Not deficientGoodGoodGood1640