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SATICOY ST over ALISO CREEK

Map 

Coordinates:
+34.20833, -118.54333
34°12'30" N, 118°32'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SATICOY ST over ALISO CREEK
Structure number:53C1314
Location:0.1 MI E/O WILBUR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:29,369 [as of 2007]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:86.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201586.0Not deficient---29369
October 201386.0Not deficient---29369
September 201193.9Not deficient---29369
September 200993.5Not deficient---32100
October 200773.2Functionally obsolete---32100
May 200472.2Functionally obsolete---32100
May 200172.4Functionally obsolete---30800
May 199872.4Functionally obsolete---30800
May 199672.4Functionally obsolete---30800
June 199474.2Not deficient---30800
May 199474.2Not deficient---30800
May 199074.2Not deficient---30800