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MCKINLEY AVENUE over COMPTON CREEK

Map

Coordinates:
+33.93771, -118.26077
33°56'16" N, 118°15'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCKINLEY AVENUE over COMPTON CREEK
Structure number:53C1248
Location:BTWN 108TH ST & 109TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Owner:County Highway Agency [02]
Year built:1952
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 2015]
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:82.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 10330082.6
July 2015Good7 out of 10330072.1
July 2013Good7 out of 10330072.1
June 2011Good8 out of 10330079.6
August 2009Good8 out of 10330079.6
July 2007Good8 out of 10330079.6
August 2006Good8 out of 10330079.6
January 2004Good8 out of 10330079.6
May 2001Good8 out of 10330079.6
April 1998Good8 out of 10330079.6
May 1996Good8 out of 10330079.6
April 1994Good8 out of 10330079.7
March 1992Good8 out of 10330079.7
March 1990Good8 out of 10330079.7