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INTERSTATE 80 WB over UP,BNSF,AMTRAK,ROSEVILLE

Map

Coordinates:
+38.63763, -121.40750
38°38'15" N, 121°24'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 80 WB over UP,BNSF,AMTRAK,ROSEVILLE
Structure number:24 0193L
Location:03-SAC-080-M8.90-SAC
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:1340.3 ft. [408.5 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
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: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100,000 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,638,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorPoorGoodGood10000078.0
January 2015FairSatisfactoryVery GoodGood10000081.0
January 2013FairSatisfactoryVery GoodGood10000081.0
March 2011GoodGoodVery GoodGood10000081.0
April 2009GoodGoodVery GoodGood5950081.0
March 2007GoodGoodVery GoodGood5950081.0
February 2005GoodGoodVery GoodGood5950081.0
January 2003GoodGoodVery GoodGood4905081.0
November 2001PoorSeriousVery GoodGood4905076.0
January 2001GoodGoodVery GoodGood4905081.0
March 1995GoodGoodVery GoodGood4905081.0
April 1993FairSatisfactoryGoodVery Good4220081.0
January 1991FairSatisfactoryGoodVery Good4220081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.849848010
Reinforced Concrete Closed Web/Box Girderlinear ft.37626311300
Deck
Reinforced Concrete Top Flangesq. ft.10,0499,90614300
Wearing Surfacessq. ft.9,7229,720110
Substructure
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.7979000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.132132000
Compression Jointlinear ft.130129001
Bearings
Enclosed/Concealed Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.408408000
Other Material Bridge Raillinear ft.408408000