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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 2014 

Status:Open, no restriction [A]
Average daily traffic:27,728 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Good [7 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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201482.6Functionally obsoleteGoodGoodGood27728
July 201282.6Functionally obsoleteSatisfactorySatisfactoryGood27728
October 201081.5Functionally obsoleteFairSatisfactoryGood27728
July 200881.5Functionally obsoleteFairSatisfactoryGood27728
October 200681.5Functionally obsoleteFairSatisfactoryGood27728
December 200481.5Functionally obsoleteFairGoodGood27728
June 200188.4Functionally obsoleteGoodGoodGood23900
June 199988.4Functionally obsoleteGoodGoodGood23900
November 199788.4Functionally obsoleteGoodGoodGood23900
June 199688.4Functionally obsoleteGoodGoodGood23900
April 199487.1Functionally obsoleteFairSatisfactorySatisfactory23900
May 199287.1Functionally obsoleteFairSatisfactorySatisfactory23900
March 199087.1Functionally obsoleteFairSatisfactorySatisfactory23900