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SIXTH STREET over LOS ANGELES RIVER

Map 

Coordinates:
+34.03722, -118.23028
34°02'14" N, 118°13'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SIXTH STREET over LOS ANGELES RIVER
Structure number:53C1880
Location:SIXTH STREET OVER LA RIVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:149.9 ft. [45.7 m]
Total length:2959.1 ft. [901.9 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1932
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:Steel [3]
Main spans design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:12,283 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$27,577,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201469.7Functionally obsoleteFairGoodSatisfactory12283
April 201346.9Structurally deficientPoorFairPoor12283
January 201246.9Structurally deficientPoorFairPoor12283
October 201052.4Functionally obsoleteFairFairFair38900
July 200852.4Functionally obsoleteFairFairFair38900
August 200652.4Functionally obsoleteFairFairFair38900
June 200452.4Functionally obsoleteFairFairFair38900
May 200149.6Structurally deficientSatisfactoryFairPoor14500
August 199875.4Functionally obsoleteSatisfactoryGoodGood14500
20000.0Not applicable----
October 199675.4Functionally obsoleteSatisfactoryGoodGood14500
June 199675.4Functionally obsoleteSatisfactoryGoodGood14500
March 199463.6Functionally obsoleteSatisfactoryFairFair14500
January 199163.6Functionally obsoleteSatisfactoryFairFair14500