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MISSION RD over UP RR,AMTRAK,EASTLAKE AV

Map

Coordinates:
+34.06454, -118.20862
34°03'52" N, 118°12'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MISSION RD over UP RR,AMTRAK,EASTLAKE AV
Structure number:53C1660
Location:0.5 M NE/O MISSION RD
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:108.9 ft. [33.2 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:61°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,948,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorFairGood2900078.7
June 2015FairFairGoodVery Good2900092.2
June 2013FairFairFairGood2900080.8
June 2011FairFairFairGood2900080.8
July 2009FairFairFairGood2900082.8
April 2007FairFairFairGood2900082.8
April 2005FairSatisfactorySatisfactoryGood2900095.2
September 2000FairSatisfactoryGoodGood2190092.8
August 1998FairSatisfactoryGoodGood2190092.8
October 1996FairSatisfactoryGoodGood2190092.8
May 1996GoodGoodGoodGood2190092.8
April 1994GoodVery GoodVery GoodVery Good2190093.3
February 1990GoodVery GoodVery GoodVery Good2190093.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.55302500
Deck
Reinforced Concrete Top Flangesq. ft.1,68001,3443360
Substructure
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.125121400
Prestressed Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.6060000
Joints
Pourable Jointlinear ft.254104100500
Bridge Rail
Other Material Bridge Raillinear ft.1341241000
Steel Protective Coatingsq. ft.6762500