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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,216,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201573.7Functionally obsoleteSatisfactoryGoodGood18808
June 201362.2Functionally obsoleteSatisfactoryFairGood18808
June 201162.2Functionally obsoleteSatisfactoryFairGood18808
July 200973.5Functionally obsoleteSatisfactoryGoodGood20000
April 200773.5Functionally obsoleteSatisfactoryGoodGood20000
April 200573.5Functionally obsoleteGoodGoodGood20000
December 200174.2Functionally obsoleteGoodGoodGood14700
June 199874.2Functionally obsoleteGoodGoodGood14700
January 199574.2Functionally obsoleteGoodGoodGood14700
January 199374.5Functionally obsoleteSatisfactorySatisfactoryGood14700
December 199074.5Functionally obsoleteSatisfactorySatisfactoryGood14700