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NORTH SPRING ST over LOS ANGELES RIVER, UP RR

Map

Coordinates:
+34.07056, -118.22500
34°04'14" N, 118°13'30" 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:22.0 ft. [6.7 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 2015

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:Satisfactory [6 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: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]
Operating rating:94.5 tons [85.9 metric tons]
Inventory rating:56.7 tons [51.5 metric tons]
Sufficiency rating:73.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,216,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201573.7FairSatisfactoryGoodGoodFO18808
June 201362.2FairSatisfactoryFairGoodFO18808
June 201162.2FairSatisfactoryFairGoodFO18808
July 200973.5FairSatisfactoryGoodGoodFO20000
April 200773.5FairSatisfactoryGoodGoodFO20000
April 200573.5GoodGoodGoodGoodFO20000
December 200174.2GoodGoodGoodGoodFO14700
June 199874.2GoodGoodGoodGoodFO14700
January 199574.2GoodGoodGoodGoodFO14700
January 199374.5FairSatisfactorySatisfactoryGoodFO14700
December 199074.5FairSatisfactorySatisfactoryGoodFO14700

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.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