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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201565.5Structurally deficientPoorSatisfactoryGood2465
September 201365.5Structurally deficientPoorSatisfactoryGood2465
April 201158.0Structurally deficientPoorSatisfactoryGood4100
September 200865.5Structurally deficientPoorSatisfactoryGood2500
November 200765.5Structurally deficientPoorGoodGood2500
November 200567.5Not deficientFairGoodGood2500
July 200368.5Not deficientGoodGoodGood2500
July 200168.5Not deficientGoodGoodGood2500
November 200068.5Not deficientGoodGoodGood2500
April 199968.5Not deficientGoodGoodGood2500
March 199668.5Not deficientVery GoodVery GoodVery Good2500
January 199468.5Not deficientVery GoodVery GoodVery Good2500
January 199268.5Not deficientVery GoodVery GoodVery Good2500