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LONGVIEW DR-W80 ON over W80-LIGHT RAIL PARKING

Map

Coordinates:
+38.63869, -121.40309
38°38'19" N, 121°24'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LONGVIEW DR-W80 ON over W80-LIGHT RAIL PARKING
Structure number:24 0281K
Location:03-SAC-080-M9.15-SAC
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:198.2 ft. [60.4 m]
Total length:625.0 ft. [190.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1970
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,044,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodFairGood750065.3
January 2015GoodGoodVery GoodGood750076.7
January 2013GoodGoodVery GoodGood750075.7
March 2011GoodGoodVery GoodGood750075.7
March 2009GoodGoodVery GoodGood520076.4
February 2007FairFairVery GoodGood520075.4
February 2005PoorPoorVery GoodGood520073.3
January 2003PoorPoorVery GoodGood520073.3
January 2001PoorPoorGoodGood520073.3
March 1995FairSatisfactoryGoodGood520076.4
April 1993GoodGoodGoodVery Good305080.1
January 1991GoodGoodGoodVery Good305080.1

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.1911593200
Deck
Reinforced Concrete Top Flangesq. ft.1,5621,562000
Concrete Protective Coatingsq. ft.1,4481,448000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.2424000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.126060
Compression Jointlinear ft.2423010
Bearings
Enclosed/Concealed Bearingeach21100
Bridge Rail
Other Material Bridge Raillinear ft.381381000