Share:

MCKINLEY AVENUE over COMPTON CREEK

Map 

Coordinates:
+33.93778, -118.26056
33°56'16" N, 118°15'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCKINLEY AVENUE over COMPTON CREEK
Structure number:53C1248
Location:BET. 108TH ST & 109TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 2005]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:72.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201572.1Not deficient---3300
July 201372.1Not deficient---3300
June 201179.6Not deficient---3300
August 200979.6Not deficient---3300
July 200779.6Not deficient---3300
August 200679.6Not deficient---3300
January 200479.6Not deficient---3300
May 200179.6Not deficient---3300
April 199879.6Not deficient---3300
May 199679.6Not deficient---3300
April 199479.7Not deficient---3300
March 199279.7Not deficient---3300
March 199079.7Not deficient---3300