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BOLTON ROAD over WHETSTONE CREEK

Map 

Coordinates:
+33.82029, -84.45306
33°49'13" N, 84°27'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOLTON ROAD over WHETSTONE CREEK
Structure number:000000012106830
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1972
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

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]
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:91.9
Estimated cost of work:$152,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201591.9Not deficient---1940
January 201391.9Not deficient---1940
January 201187.6Not deficient---15743
January 200987.6Not deficient---15743
January 200787.6Not deficient---15743
January 200587.6Not deficient---15743
February 200387.6Not deficient---15743
October 200087.6Not deficient---15743
June 199887.6Not deficient---15743
December 199487.3Not deficient---15743
January 199387.3Not deficient---15743
February 199195.3Not deficient---15743