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McClaren Circle over East City Ditch

Map

Coordinates:
+28.30963, -81.40109
28°18'35" N, 81°24'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:McClaren Circle over East City Ditch
Structure number:925005
Location:0.2 mi N of Columbia St
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:37.7 ft. [11.5 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:316 [as of 2015]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 1031699.0
March 2015Good7 out of 1031699.0
March 2013Good7 out of 10316100.0
March 2011Good7 out of 10316100.0
March 2009Good7 out of 10121699.8
March 2007Good7 out of 10121699.8
March 2005Good8 out of 10121699.8
March 2003Good8 out of 10121699.9
March 2001Good8 out of 10120099.9