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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 2016

Good/Fair/Poor Condition:Fair
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:Satisfactory [6 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201684.6FairGoodSatisfactorySatisfactory-1940
November 201484.6FairGoodGoodSatisfactory-1940
November 201283.3FairSatisfactorySatisfactorySatisfactory-1940
November 201083.3GoodGoodGoodGood-1900
December 200883.3GoodGoodGoodGood-1900
January 200783.3GoodGoodGoodGood-1990
January 200583.4GoodGoodGoodGood-1560
February 200383.4GoodGoodGoodGood-1560
November 200070.7GoodGoodGoodGood-1820
November 199870.7GoodGoodGoodGood-1810
June 199770.8GoodGoodGoodGood-1640
February 199571.6GoodGoodGoodGood-1640
January 199371.6GoodGoodGoodGood-1640
January 199167.6GoodGoodGoodGood-1640