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RINALDI STREET over BROWNS CANYON CREEK

Map 

Coordinates:
+34.27000, -118.59056
34°16'12" N, 118°35'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RINALDI STREET over BROWNS CANYON CREEK
Structure number:53C1687
Location:DE SOTO AVE & VARIEL AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:21.3 ft. [6.5 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,850 [as of 2005]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201596.8Good7 out of 10-1850
March 201396.8Good7 out of 10-1850
May 201196.8Good7 out of 10-1850
March 200996.8Good7 out of 10-1850
May 200596.8Good7 out of 10-1850
December 199897.0Good7 out of 10-300
December 199697.0Good7 out of 10-300
May 199697.0Good7 out of 10-300
September 199497.0Good7 out of 10-300
August 199097.0Good7 out of 10-300