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MCVINE AVENUE over HAINES CANYON CHANNEL

Map 

Coordinates:
+34.25917, -118.31139
34°15'33" N, 118°18'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCVINE AVENUE over HAINES CANYON CHANNEL
Structure number:53C1249
Location:100 FT S/O FOOTHILL BLVD
Purpose:Carries highway 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:37.4 ft. [11.4 m]
Deck width edge-to-edge:61.4 ft. [18.7 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:1,925 [as of 2007]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:73.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201673.5Not deficient---1925
January 201473.5Not deficient---1925
January 201296.8Not deficient---1925
January 201096.8Not deficient---1900
May 200196.8Not deficient---1900
April 199896.8Not deficient---1900
February 199396.9Not deficient---1900
January 199196.9Not deficient---1900