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SAN FRNDO MISON BL over EAST CANYON CHANNEL

Map

Coordinates:
+34.27609, -118.45385
34°16'34" N, 118°27'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAN FRNDO MISON BL over EAST CANYON CHANNEL
Structure number:53C1307
Location:GLDN ST FWY & SHARP AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2007]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair6 out of 102000095.1
January 2015Good7 out of 102000095.1
January 2013Good7 out of 102000095.1
March 2011Good8 out of 102000095.1
January 2009Good8 out of 101750095.4
January 2005Good8 out of 101750095.4
March 2000Good8 out of 101750095.4
March 1998Good8 out of 101750095.4
March 1996GoodN out of 101750095.4
December 1993Good8 out of 101750095.7
January 1992Good8 out of 101750095.7
January 1990Good8 out of 101750095.7