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AVALON BLVD over COMPTON CREEK

Map 

Coordinates:
+33.93833, -118.26500
33°56'18" N, 118°15'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AVALON BLVD over COMPTON CREEK
Structure number:53C1087
Location:108TH STREET
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 2015 

Status:Open, no restriction [A]
Average daily traffic:19,012 [as of 2009]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201583.4Functionally obsolete---19012
July 201373.5Not deficient---19012
June 201194.2Not deficient---19012
August 200994.3Not deficient---18403
July 200794.3Not deficient---18403
August 200694.3Not deficient---18403
January 200494.3Not deficient---18403
October 200094.4Not deficient---16800
October 199894.4Not deficient---16800
November 199694.4Not deficient---16800
May 199694.4Not deficient---16800
April 199495.7Not deficient---16800
March 199295.7Not deficient---16800
March 199095.7Not deficient---16800