+34.17167, -118.62972
34°10'18" N, 118°37'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:53C1108
Location:0.45 M W/O FALLBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:154.9 ft. [47.2 m]
Deck width edge-to-edge:185.4 ft. [56.5 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2008]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:88.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201588.4Good8 out of 10-11000
November 201388.4Good8 out of 10-11000
November 201180.8Good8 out of 10-11000
February 201096.0Good8 out of 10-11000
April 200995.0Good8 out of 10-11000
September 200696.5Good8 out of 10-5000
February 200496.6Good8 out of 10-3800
May 200196.6Good8 out of 10-3800
April 199996.6Good8 out of 10-3800
May 199796.6Good8 out of 10-3800
June 199596.7Good8 out of 10-3800
April 199396.7Good8 out of 10-3800
April 199196.7Good8 out of 10-3800