Share:

NORTH SPRING ST over LOS ANGELES RIVER, UP RR

Map

Coordinates:
+34.07006, -118.22586
34°04'12" N, 118°13'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH SPRING ST over LOS ANGELES RIVER, UP RR
Structure number:53C0859
Location:0.4 MI WEST OF I-5
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:146.0 ft. [44.5 m]
Total length:682.1 ft. [207.9 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1939
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,808 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances 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 minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,216,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairGood1880861.1
June 2015FairSatisfactoryGoodGood1880873.7
June 2013FairSatisfactoryFairGood1880862.2
June 2011FairSatisfactoryFairGood1880862.2
July 2009FairSatisfactoryGoodGood2000073.5
April 2007FairSatisfactoryGoodGood2000073.5
April 2005GoodGoodGoodGood2000073.5
December 2001GoodGoodGoodGood1470074.2
June 1998GoodGoodGoodGood1470074.2
January 1995GoodGoodGoodGood1470074.2
January 1993FairSatisfactorySatisfactoryGood1470074.5
December 1990FairSatisfactorySatisfactoryGood1470074.5

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.54322200
Reinforced Concrete Girder/Beamlinear ft.1,32582550000
Deck
Reinforced Concrete Decksq. ft.2,51502,51500
Wearing Surfacessq. ft.2,51502,0005150
Superstructure
Reinforced Concrete Archlinear ft.1771007700
Substructure
Reinforced Concrete Columneach3232000
Reinforced Concrete Pier Walllinear ft.1311102100
Reinforced Concrete Abutmentlinear ft.3325800
Reinforced Concrete Pier Caplinear ft.262255250
Joints
Assembly with Sealeach164164000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.563563000