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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201589.5Not deficientVery GoodGoodGood25300
April 201389.5Not deficientGoodGoodGood25300
April 201188.5Not deficientGoodGoodGood25300
April 200988.5Not deficientGoodGoodGood25300
March 200775.0Functionally obsoleteGoodSatisfactoryGood25300
January 200675.0Functionally obsoleteGoodSatisfactoryGood25300
February 200575.0Functionally obsoleteGoodSatisfactoryGood25300
October 200075.7Functionally obsoleteGoodSatisfactoryGood19200
September 199875.7Functionally obsoleteGoodSatisfactoryGood19200
October 199675.7Functionally obsoleteGoodSatisfactoryGood19200
April 199675.7Functionally obsoleteGoodGoodGood19200
June 199478.2Not deficientVery GoodVery GoodGood19200
May 199078.2Not deficientVery GoodGoodGood19200