Berry Avenue over Danforth Creek


+27.16053, -80.28586
27°09'38" N, 80°17'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Berry Avenue over Danforth Creek
Structure number:894054
Location:0.1 Mile S of CR-714
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:8.5 ft. [2.6 m]
Total length:27.6 ft. [8.4 m]
Skew angle:21°
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:98.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good7 out of 10100098.9
November 2015Good7 out of 10100098.9
November 2013Good7 out of 10100098.9
November 2011Good7 out of 10100098.9
November 2009Good7 out of 10100098.9
November 2007Good7 out of 10100098.9
November 2005Fair6 out of 10100084.7
December 2003Fair6 out of 10100084.7
December 2002Fair6 out of 10100085.7
November 2001Fair6 out of 10100085.7