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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201648.6Structurally deficientSatisfactorySatisfactoryPoor14401
February 201448.6Structurally deficientSatisfactorySatisfactoryPoor14401
February 201248.6Structurally deficientSatisfactorySatisfactoryPoor14401
February 201067.8Not deficientSatisfactorySatisfactoryFair14401
February 200865.8Not deficientSatisfactorySatisfactoryFair14401
February 200665.8Not deficientSatisfactorySatisfactoryFair14401
February 200465.8Not deficientSatisfactorySatisfactoryFair14401
February 200365.8Not deficientSatisfactorySatisfactoryFair14401
February 200266.8Not deficientSatisfactorySatisfactoryFair14401
February 200069.8Not deficientGoodSatisfactoryFair14401
February 199966.6Not deficientGoodSatisfactoryFair14401
February 199665.7Not deficientGoodGoodFair14401
January 199466.3Functionally obsoleteGoodGoodFair14401
January 199260.1Functionally obsoleteGoodGoodFair14401