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INTERSTATE 5 over SACRAMENTO,UP RR,AMTRAK

Map

Coordinates:
+41.21973, -122.27480
41°13'11" N, 122°16'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over SACRAMENTO,UP RR,AMTRAK
Structure number:02 0002
Location:02-SIS-005-2.65-DMR
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:190.6 ft. [58.1 m]
Total length:579.1 ft. [176.5 m]
Roadway width between curbs:83.3 ft. [25.4 m]
Deck width edge-to-edge:88.6 ft. [27.0 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1983
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:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2010]
Truck traffic:28% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood1800081.1
July 2016GoodGoodGoodGood1800081.1
August 2014GoodVery GoodGoodVery Good1800081.1
July 2012FairGoodGoodSatisfactory1800081.1
August 2010FairGoodGoodSatisfactory1540081.4
July 2008PoorSeriousSatisfactorySatisfactory1540075.2
August 2006PoorPoorSatisfactorySatisfactory1540077.3
July 2004PoorPoorGoodSatisfactory1540077.3
March 2002FairGoodGoodSatisfactory1540080.4
February 2002FairGoodGoodSatisfactory1540080.4
August 1999FairFairGoodGood1540079.3
July 1998FairFairGoodGood1540079.3
August 1996FairSatisfactoryGoodGood1670080.2
August 1994FairSatisfactorySatisfactoryGood1670080.4
June 1992FairSatisfactorySatisfactoryGood1560080.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.163162010
Deck
Reinforced Concrete Decksq. ft.1,7881,19259600
Wearing Surfacessq. ft.1,7141,36035400
Superstructure
Reinforced Concrete Archlinear ft.1341092500
Deck
Reinforced Concrete Top Flangesq. ft.2,6132,5833000
Wearing Surfacessq. ft.2,4182,17824000
Substructure
Reinforced Concrete Columneach30161310
Reinforced Concrete Abutmentlinear ft.6666000
Steel Pileeach11000
Reinforced Concrete Pier Caplinear ft.135135000
Joints
Strip Seal Jointlinear ft.30151050
Compression Jointlinear ft.111693750
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.530530000
Deck
Reinforced Concrete Slabsq. ft.366366000
Wearing Surfacessq. ft.3513163500