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SR 116 over LAZAR CREEK

Map

Coordinates:
+32.78991, -84.60552
32°47'24" N, 84°36'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 116 over LAZAR CREEK
Structure number:000000026300210
Location:3 MI W OF WOODLAND
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.480480000
Deck
Reinforced Concrete Top Flangesq. ft.3,8643,14472000
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Steel Pileeach88000
Steel Protective Coatingsq. ft.766766000
Reinforced Concrete Pier Caplinear ft.6463100
Joints
Pourable Jointlinear ft.78052260
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000