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ALLEY N HAGAR ST over EAST CANYON CHANNEL

Map

Coordinates:
+34.27581, -118.45355
34°16'33" N, 118°27'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALLEY N HAGAR ST over EAST CANYON CHANNEL
Structure number:53C1078
Location:BTW GLDN ST FWY/SHARP AV
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2005]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:89.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good7 out of 105089.5
January 2015Good8 out of 105089.5
January 2013Good8 out of 105089.5
March 2011Good8 out of 105089.5
January 2009Good8 out of 105089.5
May 2005Good8 out of 105089.5
March 2000Good8 out of 105089.5
March 1998Good8 out of 105089.5
September 1995Good8 out of 105089.6
January 1992Good8 out of 105089.6