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INTERSTATE 5 NB over AMERICAN RIV, GARDEN HWY

Map

Coordinates:
+38.59961, -121.50413
38°35'59" N, 121°30'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 NB over AMERICAN RIV, GARDEN HWY
Structure number:24 0068R
Location:03-SAC-005-24.82-SAC
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:2786.2 ft. [849.2 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:9.8 ft. [3.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
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:28
Main spans material:Concrete continuous [2]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:92,500 [as of 2015]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$31,258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood9250079.0
November 2015GoodGoodGoodGood9250079.0
November 2013GoodGoodGoodGood9250079.0
December 2011GoodGoodGoodGood9250081.0
March 2010FairSatisfactoryGoodGood7800081.0
November 2007FairSatisfactoryGoodGood7800081.0
April 2006FairSatisfactoryGoodGood7800081.0
August 2003FairSatisfactoryGoodGood6200083.0
March 2003FairSatisfactoryGoodGood6200083.0
September 1999FairSatisfactoryGoodGood6200083.0
July 1998FairSatisfactoryGoodGood6200083.0
November 1995PoorPoorSeriousGood5870034.0
September 1995FairSatisfactoryGoodGood5870083.0
February 1993PoorPoorSeriousGood5240034.0
May 1990PoorPoorSeriousGood5240034.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.8497896000
Deck
Reinforced Concrete Top Flangesq. ft.18,61018,610000
Wearing Surfacessq. ft.18,10018,091090
Substructure
Reinforced Concrete Columneach4444000
Reinforced Concrete Pier Walllinear ft.100901000
Reinforced Concrete Abutmentlinear ft.8278400
Reinforced Concrete Pile Cap/Footinglinear ft.1301300
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Joints
Strip Seal Jointlinear ft.6563020
Pourable Jointlinear ft.2900029
Compression Jointlinear ft.140135050
Bearings
Enclosed/Concealed Bearingeach1010000
Bridge Rail
Other Material Bridge Raillinear ft.1,6981,696002