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CR587 W.SHORE BLVD over DRAINAGE CANAL

Map 

Coordinates:
+27.93583, -82.52444
27°56'09" N, 82°31'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR587 W.SHORE BLVD over DRAINAGE CANAL
Structure number:105909
Location:AT W WOODMERE INTERSECT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:2005
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:25,200 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.8 tons [40.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:85.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201585.9Not deficient---25200
October 201385.9Not deficient---25200
October 201185.9Not deficient---25200
October 200985.9Not deficient---25200
October 200765.6Not deficient---25200
October 200584.9Not deficient---25200
October 200353.5Functionally obsolete---25200
July 200265.5Functionally obsolete---25200
July 200065.5Functionally obsolete---25200
July 199862.1Functionally obsolete---25200
July 199661.9Functionally obsolete---25200
June 199427.2Structurally deficient---23000
June 199240.3Structurally deficient---23000
June 199139.0Functionally obsolete---23000