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RIVER ROAD over MARCO LAKE CANAL

Map 

Coordinates:
+30.30167, -81.65750
30°18'06" N, 81°39'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIVER ROAD over MARCO LAKE CANAL
Structure number:724279
Location:100 FT N OF SORRENTO RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:52.2 ft. [15.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:7.9 ft. [2.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:651 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:77.3 tons [70.3 metric tons]
Inventory rating:46.4 tons [42.2 metric tons]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$325,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.0FairSatisfactorySatisfactorySatisfactoryFO651
December 201478.0FairSatisfactorySatisfactorySatisfactoryFO651
December 201278.0FairSatisfactorySatisfactorySatisfactoryFO651
December 201078.0FairSatisfactorySatisfactorySatisfactoryFO651
December 200877.9FairSatisfactorySatisfactorySatisfactoryFO651
December 200677.9FairSatisfactorySatisfactorySatisfactoryFO651
December 200477.9FairSatisfactorySatisfactorySatisfactoryFO651
December 200277.9FairSatisfactorySatisfactoryGoodFO651
December 200077.9FairSatisfactorySatisfactoryGoodFO651
December 199878.9GoodGoodGoodGoodFO651
December 199678.9GoodGoodGoodGoodFO651
January 199578.9GoodGoodGoodGoodFO651
January 199377.9GoodVery GoodVery GoodGoodFO651
February 199177.9Good-Very GoodGoodFO651