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RINALDI ST. over ALISO CREEK

Map 

Coordinates:
+34.27861, -118.52694
34°16'43" N, 118°31'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RINALDI ST. over ALISO CREEK
Structure number:53C2114
Location:0.5 M E/O RESEDA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.2 ft. [8.3 m]
Total length:27.2 ft. [8.3 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.4 ft. [30.6 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:20,707 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201596.0Not deficient---20707
October 201396.0Not deficient---20707
October 201196.0Not deficient---20707
September 200996.0Not deficient---20707
October 200796.0Not deficient---20707