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MOOR PARK ST over WEST BRANCH TUJUNGA WASH

Map

Coordinates:
+34.15000, -118.39167
34°08'60" N, 118°23'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOOR PARK ST over WEST BRANCH TUJUNGA WASH
Structure number:53C0076
Location:RADFORD AVE & GENTRY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:121.1 ft. [36.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Skew angle:66°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,300 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:94.8 tons [86.2 metric tons]
Sufficiency rating:89.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.5GoodVery GoodGoodGood-25300
April 201389.5GoodGoodGoodGood-25300
April 201188.5GoodGoodGoodGood-25300
April 200988.5GoodGoodGoodGood-25300
March 200775.0FairGoodSatisfactoryGoodFO25300
January 200675.0FairGoodSatisfactoryGoodFO25300
February 200575.0FairGoodSatisfactoryGoodFO25300
October 200075.7FairGoodSatisfactoryGoodFO19200
September 199875.7FairGoodSatisfactoryGoodFO19200
October 199675.7FairGoodSatisfactoryGoodFO19200
April 199675.7GoodGoodGoodGoodFO19200
June 199478.2GoodVery GoodVery GoodGood-19200
May 199078.2GoodVery GoodGoodGood-19200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.117774000
Deck
Reinforced Concrete Top Flangesq. ft.720720000
Wearing Surfacessq. ft.720720000
Substructure
Reinforced Concrete Abutmentlinear ft.82572500
Reinforced Concrete Pileeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7979000