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YOLANDA AVE over ALISO CREEK

Map

Coordinates:
+34.24678, -118.54034
34°14'48" N, 118°32'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:YOLANDA AVE over ALISO CREEK
Structure number:53C1395
Location:0.25MI N/O PLUMMER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:28.9 ft. [8.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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: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]
Sufficiency rating:92.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 10250092.1
November 2017Good7 out of 10250090.1
October 2015Good7 out of 10250090.1
October 2013Good7 out of 10250090.1
September 2011Good7 out of 10250097.7
September 2009Good8 out of 10240097.7
October 2007Good8 out of 10240097.7
May 2004Good7 out of 10240097.7
December 2000Good8 out of 10110096.8
January 1999Good8 out of 10110096.8
December 1996Good8 out of 10110096.8
November 1994Good8 out of 10110096.8
November 1992Good8 out of 10110096.8
November 1990Good8 out of 10110096.8