I-285 over SANDY CREEK


+33.76913, -84.49505
33°46'09" N, 84°29'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-285 over SANDY CREEK
Structure number:000000012107270
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:151,240 [as of 2012]
Truck traffic:14% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.0
Estimated cost of work:$448,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201570.0Good7 out of 10-151240
July 201370.0Good7 out of 10-151240
June 201170.0Good7 out of 10-151320
November 200970.0Good7 out of 10-140450
July 200770.0Good7 out of 10-140810
August 200570.0Good7 out of 10-142440
August 200370.0Good7 out of 10-123200
October 200170.0Good7 out of 10-120700
July 199970.0Good7 out of 10-140500
October 199670.0Good8 out of 10-121700
October 199470.0Good8 out of 10-118436
November 199270.0Good8 out of 10-118436
November 199070.0Good8 out of 10-118436