+32.78991, -84.60552
32°47'24" N, 84°36'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 116 over LAZAR CREEK
Structure number:000000026300210
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1963
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:77.7
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201677.7FairSatisfactoryGoodGood-190
January 201477.7FairSatisfactoryGoodGood-190
January 201273.1FairSatisfactoryGoodGood-310
January 201055.9FairSatisfactoryGoodGoodFO4010
January 200855.9FairSatisfactoryGoodGoodFO4010
January 200673.2FairSatisfactoryGoodGood-260
January 200473.1FairSatisfactoryGoodGood-300
January 200277.7FairSatisfactoryGoodGood-200
January 200077.7FairSatisfactoryGoodGood-200
December 199777.7GoodGoodVery GoodGood-200
December 199577.7GoodGoodVery GoodGood-200
December 199377.7GoodGoodVery GoodGood-200
October 199177.7GoodGoodVery GoodGood-200