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INTERSTATE 5 NB over WEBER,PERSHING,FREMONT

Map

Coordinates:
+37.95115, -121.30442
37°57'04" N, 121°18'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 NB over WEBER,PERSHING,FREMONT
Structure number:29 0176R
Location:10-SJ-005-26.47-STKN
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:359.9 ft. [109.7 m]
Total length:2725.2 ft. [830.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:1972
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:14
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:56,500 [as of 2009]
Truck traffic:23% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:44.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$97,716,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairGoodGood5650044.7
September 2015GoodGoodVery GoodVery Good5650046.1
October 2013PoorPoorSatisfactoryGood5650043.1
December 2011PoorPoorSatisfactoryGood5650043.1
March 2010PoorPoorSatisfactoryGood5650043.1
February 2010PoorPoorSatisfactoryGood5650043.1
January 2008PoorPoorSatisfactoryGood5650043.1
January 2006GoodGoodGoodGood5650065.6
August 2002PoorPoorPoorGood5220036.6
November 2001PoorPoorPoorGood5220036.6
November 2000PoorPoorPoorGood5220036.6
August 1998PoorPoorPoorGood5220036.6
August 1997PoorPoorGoodGood5220062.6
November 1995GoodGoodGoodGood4865065.4
December 1993GoodGoodGoodGood4385065.4
February 1991GoodVery GoodVery GoodVery Good4385065.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9644,9145000
Steel Protective Coatingsq. ft.50,000047,0462,9540
Deck
Reinforced Concrete Decksq. ft.25,310025,31000
Concrete Protective Coatingsq. ft.24,55124,551000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1818000
Substructure
Reinforced Concrete Pier Walllinear ft.114114000
Reinforced Concrete Abutmentlinear ft.1521312100
Reinforced Concrete Pile Cap/Footinglinear ft.20200
Prestressed Concrete Pileeach11000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.875875000
Joints
Pourable Jointlinear ft.7272000
Compression Jointlinear ft.137137000
Assembly without Seal Jointlinear ft.137137000
Other Jointlinear ft.7268004
Bearings
Movable Bearingeach5757000
Fixed Bearingeach7676000
Bridge Rail
Other Material Bridge Raillinear ft.2,6542,653010