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

Facts 

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