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TAMPA AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.18833, -118.55333
34°11'18" N, 118°33'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TAMPA AVE over LOS ANGELES RIVER
Structure number:53C1335
Location:0.1 MI N/O VICTORY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:80.7 ft. [24.6 m]
Deck width edge-to-edge:102.4 ft. [31.2 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,961 [as of 2008]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:89.1 tons [81.0 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:74.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201574.1FairGoodSatisfactoryGood-31961
December 201381.5FairFairFairGood-31961
December 201161.3FairFairFairGoodFO31961
January 201061.3FairFairFairGoodFO32000
December 200761.3FairFairFairGoodFO32000
September 200673.1FairFairSatisfactoryGoodFO32000
January 200673.1FairFairSatisfactoryGoodFO32000
June 200473.1FairFairSatisfactoryGoodFO32000
December 200162.7FairGoodFairGoodFO29500
April 199974.4FairGoodSatisfactoryGoodFO29500
May 199774.4FairSatisfactorySatisfactoryGoodFO29500
May 199674.4GoodGoodGoodGoodFO29500
April 199477.2GoodGoodGoodGood-29500
March 199277.2GoodGoodGoodGood-29500
February 199077.2GoodGoodGoodGood-29500