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MISSION BAY DR over ROSE CANYON CREEK

Map 

Coordinates:
+32.80778, -117.22000
32°48'28" N, 117°13'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MISSION BAY DR over ROSE CANYON CREEK
Structure number:57C0155
Location:0.1 MI N OF GARNET AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:41,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.7 tons [76.1 metric tons]
Inventory rating:49.8 tons [45.3 metric tons]
Sufficiency rating:64.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201564.4Not deficientSatisfactoryFairGood41000
September 201364.4Not deficientSatisfactoryFairGood41000
April 201164.4Not deficientSatisfactoryFairGood41000
November 200776.3Not deficientGoodGoodGood41000
November 200576.3Not deficientGoodGoodGood41000
February 200376.3Not deficientGoodGoodGood41000
January 200176.3Not deficientGoodGoodGood41000
April 199976.3Not deficientGoodGoodGood41000
April 199677.2Not deficientGoodGoodGood41000
January 199477.2Not deficientGoodGoodGood41000
January 199277.2Not deficientGoodGoodGood41000