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FOOTHILL BLVD over LITTLE TUJUNGA WASH

Map

Coordinates:
+34.27472, -118.37306
34°16'29" N, 118°22'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOOTHILL BLVD over LITTLE TUJUNGA WASH
Structure number:53C2104
Location:0.3 MI E OSBORNE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,150 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201680.6GoodGoodGoodGood-8150
January 201479.6FairFairGoodGood-8150
January 201277.5FairFairGoodGood-8150
January 201077.5FairFairGoodGood-8150
January 200877.5FairFairGoodGood-8150
September 200676.5FairFairGoodGood-8150
September 200476.5FairFairGoodGood-8150
November 200264.2GoodGoodGoodGood-81500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9491300
Reinforced Concrete Abutmentlinear ft.3834400
Joints
Open Jointlinear ft.114114000
Bridge Rail
Other Material Bridge Raillinear ft.5853500
Deck
Reinforced Concrete Slabsq. ft.85270914300
Wearing Surfacessq. ft.713007130