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FOURTH ST over CITY STS,RR,LA RIVER

Map 

Coordinates:
+34.04167, -118.22694
34°02'30" N, 118°13'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FOURTH ST over CITY STS,RR,LA RIVER
Structure number:53C0044
Location:OVER LA RIVER
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:278.9 ft. [85.0 m]
Total length:1837.0 ft. [559.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span 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:31,000 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
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:64.5 tons [58.6 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$19,847,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201669.1FairFairGoodGoodFO31000
July 201470.2GoodGoodGoodGoodFO31000
July 201266.9PoorPoorSatisfactorySatisfactorySD31000
October 201066.9PoorPoorSatisfactorySatisfactorySD31000
July 200866.9PoorPoorSatisfactorySatisfactorySD31000
January 200766.9PoorPoorGoodSatisfactorySD31000
April 200589.5FairSatisfactorySatisfactorySatisfactory-31000
May 200190.0GoodGoodGoodGood-27609
April 199990.0GoodGoodGoodGood-27609
July 199790.0GoodGoodGoodGood-27609
April 199578.4FairSatisfactoryFairFair-27609
February 199378.0FairSatisfactoryFairFair-27609
January 199178.0FairSatisfactoryFairFair-27609