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SANTA FE STREET over ROSE CANYON CREEK

Map 

Coordinates:
+32.81694, -117.22250
32°49'01" N, 117°13'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SANTA FE STREET over ROSE CANYON CREEK
Structure number:57C0171
Location:0.8 MI N OF GARNET AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:91.9 ft. [28.0 m]
Total length:244.1 ft. [74.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1966
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 continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,465 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
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:67.8 tons [61.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:65.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,295,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201565.5PoorPoorSatisfactoryGoodSD2465
September 201365.5PoorPoorSatisfactoryGoodSD2465
April 201158.0PoorPoorSatisfactoryGoodSD4100
September 200865.5PoorPoorSatisfactoryGoodSD2500
November 200765.5PoorPoorGoodGoodSD2500
November 200567.5FairFairGoodGood-2500
July 200368.5GoodGoodGoodGood-2500
July 200168.5GoodGoodGoodGood-2500
November 200068.5GoodGoodGoodGood-2500
April 199968.5GoodGoodGoodGood-2500
March 199668.5GoodVery GoodVery GoodVery Good-2500
January 199468.5GoodVery GoodVery GoodVery Good-2500
January 199268.5GoodVery GoodVery GoodVery Good-2500