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AVALON BLVD over COMPTON CREEK

Map

Coordinates:
+33.93810, -118.26504
33°56'17" N, 118°15'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVALON BLVD over COMPTON CREEK
Structure number:53C1087
Location:INTERSECTION OF 108TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:45.9 ft. [14.0 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:20,000 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:94.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$801,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 102000094.0
July 2015Good7 out of 101901283.4
July 2013Good8 out of 101901273.5
June 2011Good8 out of 101901294.2
August 2009Good8 out of 101840394.3
July 2007Good8 out of 101840394.3
August 2006Good8 out of 101840394.3
January 2004Good8 out of 101840394.3
October 2000Good8 out of 101680094.4
October 1998Good8 out of 101680094.4
November 1996Good8 out of 101680094.4
May 1996Good8 out of 101680094.4
April 1994Good8 out of 101680095.7
March 1992Good8 out of 101680095.7
March 1990Good8 out of 101680095.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.4942700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4273500