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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 2014 

Status:Open, no restriction [A]
Average daily traffic:651 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201478.0Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 201278.0Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 201078.0Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 200877.9Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 200677.9Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 200477.9Functionally obsoleteSatisfactorySatisfactorySatisfactory651
December 200277.9Functionally obsoleteSatisfactorySatisfactoryGood651
December 200077.9Functionally obsoleteSatisfactorySatisfactoryGood651
December 199878.9Functionally obsoleteGoodGoodGood651
December 199678.9Functionally obsoleteGoodGoodGood651
January 199578.9Functionally obsoleteGoodGoodGood651
January 199377.9Functionally obsoleteVery GoodVery GoodGood651
February 199177.9Functionally obsolete-Very GoodGood651