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APPERSON ST over HAINES CANYON CHANNEL

Map 

Coordinates:
+34.25583, -118.30694
34°15'21" N, 118°18'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:APPERSON ST over HAINES CANYON CHANNEL
Structure number:53C1393
Location:WOODWARD AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:5,202 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:71.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201671.1Not deficient---5202
January 201471.1Not deficient---5202
January 201294.5Not deficient---5202
January 201094.5Not deficient---5202
December 200894.5Not deficient---5202
May 200195.7Not deficient---3400
April 199895.7Not deficient---3400
February 199395.7Not deficient---3400
January 199195.7Not deficient---3400