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INTERSTATE 5 over SR 110 CON,ST,UP RR,RIV

Map

Coordinates:
+34.08094, -118.22194
34°04'51" N, 118°13'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over SR 110 CON,ST,UP RR,RIV
Structure number:53 1424
Location:07-LA-005-20.31-LA
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:162.1 ft. [49.4 m]
Total length:2480.1 ft. [755.9 m]
Roadway width between curbs:108.9 ft. [33.2 m]
Deck width edge-to-edge:116.5 ft. [35.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1973
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:21
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:225,000 [as of 2009]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$45,081,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairGoodGood22500071.0
December 2014FairSatisfactoryVery GoodVery Good22500072.0
January 2013FairFairSatisfactoryGood22500071.0
May 2011PoorPoorSatisfactoryGood22500069.0
December 2008FairFairSatisfactoryGood23700071.0
August 2007FairFairSatisfactoryGood23700071.0
May 2005FairFairSatisfactoryGood23700071.0
May 2003FairFairSatisfactoryGood23900073.0
January 2003FairFairSatisfactoryGood23900073.0
April 2001FairFairSatisfactoryGood22480071.0
March 1999FairSatisfactoryFairGood22480061.0
January 1999FairSatisfactoryGoodGood22480072.0
February 1996GoodGoodGoodVery Good23520072.0
October 1994GoodGoodGoodVery Good23520081.0
January 1987GoodGoodGoodVery Good21090076.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.56050830220
Steel Girder/Beamlinear ft.10,51010,510000
Steel Protective Coatingsq. ft.60,26560,265000
Deck
Reinforced Concrete Decksq. ft.26,63318,6397,99040
Concrete Protective Coatingsq. ft.20,06620,066000
Reinforced Concrete Top Flangesq. ft.10,05510,055000
Concrete Protective Coatingsq. ft.4,6154,615000
Substructure
Reinforced Concrete Columneach161161000
Other Material Pier Walllinear ft.3838000
Reinforced Concrete Abutmentlinear ft.167167000
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.900900000
Joints
Pourable Jointlinear ft.22818802020
Compression Jointlinear ft.809505202399
Bearings
Movable Bearingeach367367000
Steel Protective Coatingsq. ft.367367000
Fixed Bearingeach303303000
Steel Protective Coatingsq. ft.303303000
Bridge Rail
Other Material Bridge Raillinear ft.3,2143,214000