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DALY ST over UP RR,AMTRAK,ALHAMBRA BL

Map

Coordinates:
+34.06311, -118.21517
34°03'47" N, 118°12'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DALY ST over UP RR,AMTRAK,ALHAMBRA BL
Structure number:53C0038
Location:0.2 MI S/O MAIN STREET
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:87.9 ft. [26.8 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,976 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2015GoodGoodVery GoodVery Good1697692.3
June 2013FairSatisfactoryVery GoodGood1697692.3
June 2011FairSatisfactoryVery GoodGood1697692.3
September 2008FairSatisfactoryVery GoodGood2000094.0
April 2005GoodGoodVery GoodGood2000094.0
September 2000GoodGoodVery GoodGood1990092.0
August 1998GoodGoodVery GoodGood1990092.0
October 1996GoodGoodVery GoodGood1990092.0
June 1995GoodVery GoodVery GoodVery Good1990092.4
March 1993GoodVery GoodVery GoodVery Good1990092.4
March 1991GoodVery GoodVery GoodVery Good1990092.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0331,033000
Deck
Reinforced Concrete Top Flangesq. ft.1,3957955001000
Wearing Surfacessq. ft.1,39569507000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.5757000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.7373000
Joints
Pourable Jointlinear ft.4500450
Bridge Rail
Other Material Bridge Raillinear ft.1601006000