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RINALDI ST over EAST CANYON CHANNEL

Map 

Coordinates:
+34.27889, -118.45583
34°16'44" N, 118°27'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RINALDI ST over EAST CANYON CHANNEL
Structure number:53C1715
Location:GOLDEN ST FWY & SHARP AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.3 ft. [7.7 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1967
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:24,000 [as of 2005]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201590.3Not deficient---24000
January 201390.3Not deficient---24000
March 201190.3Not deficient---24000
January 200990.9Not deficient---21400
January 200592.0Not deficient---21400
March 200092.0Not deficient---21400
March 199892.0Not deficient---21400
October 199492.2Not deficient---21400
October 199092.2Not deficient---21400