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LAKESIDE DRIVE over ORTEGA RIVER CANAL

Map

Coordinates:
+30.27833, -81.71833
30°16'42" N, 81°43'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LAKESIDE DRIVE over ORTEGA RIVER CANAL
Structure number:724027
Location:.2 MI W OF HERSCHEL ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:14,401 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:37.7 tons [34.3 metric tons]
Inventory rating:22.7 tons [20.6 metric tons]
Sufficiency rating:48.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$519,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201648.6PoorSatisfactorySatisfactoryPoorSD14401
February 201448.6PoorSatisfactorySatisfactoryPoorSD14401
February 201248.6PoorSatisfactorySatisfactoryPoorSD14401
February 201067.8FairSatisfactorySatisfactoryFair-14401
February 200865.8FairSatisfactorySatisfactoryFair-14401
February 200665.8FairSatisfactorySatisfactoryFair-14401
February 200465.8FairSatisfactorySatisfactoryFair-14401
February 200365.8FairSatisfactorySatisfactoryFair-14401
February 200266.8FairSatisfactorySatisfactoryFair-14401
February 200069.8FairGoodSatisfactoryFair-14401
February 199966.6FairGoodSatisfactoryFair-14401
February 199665.7FairGoodGoodFair-14401
January 199466.3FairGoodGoodFairFO14401
January 199260.1FairGoodGoodFairFO14401