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BANDY CANYON over SANTA MARIA CREEK

Map

Coordinates:
+33.07351, -116.97804
33°04'25" N, 116°58'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BANDY CANYON over SANTA MARIA CREEK
Structure number:57C0068
Location:6.7 MI E OF I-15
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2012]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood20097.0
March 2014FairSatisfactorySatisfactoryGood20097.0
February 2010FairSatisfactorySatisfactoryGood20097.0
March 2006GoodGoodGoodGood20097.0
January 2004GoodGoodGoodGood20097.0
March 2002GoodGoodGoodGood20097.0
July 2001GoodGoodGoodGood20097.0
April 1999GoodGoodGoodGood20097.0
February 1996GoodVery GoodVery GoodVery Good20097.0
October 1993GoodVery GoodVery GoodVery Good20097.0
October 1991GoodVery GoodVery GoodVery Good200100.0