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FOOTHILL BLVD over HAINES CANYON CHANNEL

Map 

Coordinates:
+34.25944, -118.31167
34°15'34" N, 118°18'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FOOTHILL BLVD over HAINES CANYON CHANNEL
Structure number:53C2038
Location:0.5 MI W GLEASON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.2 ft. [8.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1972
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:34,854 [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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:69.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201669.3Not deficient---34854
January 201469.3Not deficient---34854
January 201293.1Not deficient---34854
January 201093.2Not deficient---32854
January 200893.2Not deficient---32854
September 200693.2Not deficient---32854
September 200493.2Not deficient---32854
September 200093.2Not deficient---33613