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GENESEE AVE over ROSE CANYON CREEK

Map

Coordinates:
+32.86139, -117.21028
32°51'41" N, 117°12'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:GENESEE AVE over ROSE CANYON CREEK
Structure number:57C0306
Location:1.0 MILE LA JOLLA S146
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.5 ft. [4.1 m]
Total length:42.0 ft. [12.8 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,800 [as of 2010]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.4

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201777.4Good7 out of 10-26800
March 201377.4Good8 out of 10-26800
September 200893.2Good8 out of 10-27000
October 200693.2Good8 out of 10-27000
July 200393.2Good8 out of 10-27000
August 200193.2Good8 out of 10-27000
June 199993.2Good8 out of 10-27000
April 199793.2Good8 out of 10-27000
January 199577.1Good8 out of 10-27000
December 199277.1Good8 out of 10-27000
January 199177.1Good8 out of 10-27000