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N WESTSHORE BLVD. over CANAL

Map

Coordinates:
+27.96012, -82.52412
27°57'36" N, 82°31'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N WESTSHORE BLVD. over CANAL
Structure number:104480
Location:At SR-616 (SPRUCE ST.)
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1986
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,750 [as of 2017]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:84.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 10175084.9
June 2015Good7 out of 10175084.9
June 2013Good7 out of 10175084.8
June 2011Good7 out of 10175084.8
June 2009Good7 out of 10175084.8
June 2007Good7 out of 10175084.8
June 2005Good7 out of 10175084.8
June 2003Good7 out of 10175084.8
September 2002Good7 out of 10175084.8
September 2000Good7 out of 10100084.9