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OLYMPIC BOULEVARD over BNSF RY, LA RIVER, UP RR

Map 

Coordinates:
+34.02500, -118.22333
34°01'30" N, 118°13'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLYMPIC BOULEVARD over BNSF RY, LA RIVER, UP RR
Structure number:53C0163
Location:0.3 MI W/O SOTO STREET
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:99.7 ft. [30.4 m]
Total length:1422.0 ft. [433.4 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,728 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:71.3 tons [64.8 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:70.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,534,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201670.8FairGoodGoodFairFO27728
July 201482.6GoodGoodGoodGoodFO27728
July 201282.6FairSatisfactorySatisfactoryGoodFO27728
October 201081.5FairFairSatisfactoryGoodFO27728
July 200881.5FairFairSatisfactoryGoodFO27728
October 200681.5FairFairSatisfactoryGoodFO27728
December 200481.5FairFairGoodGoodFO27728
June 200188.4GoodGoodGoodGoodFO23900
June 199988.4GoodGoodGoodGoodFO23900
November 199788.4GoodGoodGoodGoodFO23900
June 199688.4GoodGoodGoodGoodFO23900
April 199487.1FairFairSatisfactorySatisfactoryFO23900
May 199287.1FairFairSatisfactorySatisfactoryFO23900
March 199087.1FairFairSatisfactorySatisfactoryFO23900