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TAMPA AVE over LOS ANGELES RIVER

Map

Coordinates:
+34.18833, -118.55333
34°11'18" N, 118°33'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.510051000
Steel Protective Coatingsq. ft.2552250300
Deck
Reinforced Concrete Decksq. ft.1,7751,193532500
Wearing Surfacessq. ft.1,4391,439000
Substructure
Reinforced Concrete Pier Walllinear ft.2013700
Reinforced Concrete Abutmentlinear ft.4140100
Reinforced Concrete Pileeach11000
Joints
Assembly with Sealeach4141000
Other Jointlinear ft.2020000
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.66000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.129129000