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INTERSTATE 5 SB over AMERICAN RIV, GARDEN HWY

Map

Coordinates:
+38.59940, -121.50445
38°35'58" N, 121°30'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 SB over AMERICAN RIV, GARDEN HWY
Structure number:24 0068L
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:$30,150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood9250079.0
November 2015FairGoodFairGood9250068.0
November 2013FairGoodFairGood9250068.0
December 2011FairGoodFairGood9250070.0
March 2010FairGoodFairGood7800070.0
November 2007FairGoodFairGood7800070.0
April 2006FairGoodFairGood7800070.0
August 2003FairGoodFairGood6200072.0
March 2003FairGoodFairGood6200072.0
December 1999FairGoodFairGood6200072.0
July 1998FairGoodFairGood6200072.0
November 1995FairGoodSatisfactoryGood5870081.0
September 1995FairGoodFairGood5870072.0
February 1993FairGoodSatisfactoryGood5240081.0
May 1990FairGoodSatisfactoryGood5240081.0

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.849843600
Deck
Reinforced Concrete Top Flangesq. ft.17,95017,950000
Wearing Surfacessq. ft.17,44017,3964040
Substructure
Reinforced Concrete Columneach4242000
Reinforced Concrete Pier Walllinear ft.95851000
Reinforced Concrete Abutmentlinear ft.7369400
Reinforced Concrete Pile Cap/Footinglinear ft.1201200
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Joints
Strip Seal Jointlinear ft.6565000
Pourable Jointlinear ft.2724300
Compression Jointlinear ft.128125210
Bearings
Enclosed/Concealed Bearingeach1010000
Bridge Rail
Other Material Bridge Raillinear ft.1,6981,698000