Share:

N. STRATFORD ROAD over NANCY CREEK TRIB

Map 

Coordinates:
+33.86676, -84.36145
33°52'00" N, 84°21'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. STRATFORD ROAD over NANCY CREEK TRIB
Structure number:000000012152340
Location:IN NORTH ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:88.9
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201488.9Not deficient---1940
October 201287.6Not deficient---1940
November 201087.7Not deficient---1900
December 200887.7Not deficient---1900
January 200787.6Not deficient---1990
January 200587.7Not deficient---1560
January 200387.7Not deficient---1560
November 200087.6Not deficient---1820
November 199887.6Not deficient---1810
June 199787.7Not deficient---1640
February 199588.5Not deficient---1640
December 199288.5Not deficient---1640
January 199188.5Not deficient---1640