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ROUTE 80 EB, ROUTE over W244-W80 CONNECTOR RAMP

Map

Coordinates:
+38.64719, -121.37507
38°38'50" N, 121°22'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 80 EB, ROUTE over W244-W80 CONNECTOR RAMP
Structure number:24 0292R
Location:03-SAC-080-R11.09
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:163.1 ft. [49.7 m]
Total length:271.0 ft. [82.6 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:135.2 ft. [41.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:Good
Status:Open, no restriction [A]
Average daily traffic:125,000 [as of 2010]
Truck traffic:6% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,809,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood12500066.0
January 2015GoodGoodGoodGood12500066.0
January 2013GoodGoodGoodGood12500066.0
March 2011GoodGoodGoodGood12500066.0
April 2009GoodGoodGoodGood11600066.0
May 2007GoodGoodGoodGood11600066.0
February 2005PoorPoorSatisfactoryGood11600063.0
January 2003PoorPoorSatisfactoryGood9165063.0
January 2001PoorPoorSatisfactoryGood9165063.0
May 1998FairGoodSatisfactoryGood9165066.0
June 1995GoodGoodGoodGood5000069.3
February 1992GoodGoodGoodGood8255066.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3333000
Reinforced Concrete Closed Web/Box Girderlinear ft.50401000
Prestressed Concrete Girder/Beamlinear ft.8282000
Reinforced Concrete Girder/Beamlinear ft.8282000
Deck
Reinforced Concrete Top Flangesq. ft.4,0004,000000
Wearing Surfacessq. ft.3,8753,875000
Substructure
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.116116000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.236236000
Compression Jointlinear ft.9090000
Bearings
Enclosed/Concealed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114114000
Other Material Bridge Raillinear ft.134134000