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CR884(VETERANS PK) over EVEREST CANAL

Map

Coordinates:
+26.60693, -81.95245
26°36'25" N, 81°57'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR884(VETERANS PK) over EVEREST CANAL
Structure number:124099
Location:1.2MI E OF SANTA BARBARA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.6 ft. [26.7 m]
Total length:256.6 ft. [78.2 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Skew angle:38°
Owner:County Highway Agency [02]
Year built:1997
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:57,351 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood5735185.0
June 2015GoodGoodGoodGood5735184.0
June 2013GoodGoodGoodGood5735184.0
June 2011GoodGoodGoodGood5735184.0
June 2009GoodGoodGoodGood5735184.0
June 2007GoodGoodGoodGood2833484.0
June 2005GoodGoodGoodGood2833484.0
June 2003GoodGoodGoodGood2833485.0
May 2002GoodGoodGoodGood2833485.0
May 2000GoodGoodGoodGood2833485.0
May 1998FairGoodSatisfactorySatisfactory2700084.0