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BANDY CANYON over SANTA MARIA CREEK

Map 

Coordinates:
+33.07278, -116.97694
33°04'22" N, 116°58'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:92.6 tons [84.2 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201497.0Not deficientSatisfactorySatisfactoryGood200
February 201097.0Not deficientSatisfactorySatisfactoryGood200
March 200697.0Not deficientGoodGoodGood200
January 200497.0Not deficientGoodGoodGood200
March 200297.0Not deficientGoodGoodGood200
July 200197.0Not deficientGoodGoodGood200
April 199997.0Not deficientGoodGoodGood200
February 199697.0Not deficientVery GoodVery GoodVery Good200
October 199397.0Not deficientVery GoodVery GoodVery Good200
October 1991100.0Not deficientVery GoodVery GoodVery Good200