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INTERSTATE 5 over CASTLE CREEK

Map

Coordinates:
+41.14456, -122.31758
41°08'40" N, 122°19'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over CASTLE CREEK
Structure number:06 0116
Location:02-SHA-005-63.31
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:95.1 ft. [29.0 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1960
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:3
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: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2009]
Truck traffic:28% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood1800079.0
March 2016FairGoodGoodSatisfactory1800079.0
March 2014FairGoodGoodSatisfactory1800079.0
March 2012FairGoodGoodSatisfactory1800079.0
May 2010FairGoodGoodSatisfactory1790079.0
March 2008FairGoodGoodSatisfactory1790079.0
March 2006FairSatisfactoryGoodGood1790078.0
April 2004FairSatisfactoryGoodGood1790078.0
February 2002FairSatisfactoryGoodGood1490078.0
October 1999FairSatisfactoryGoodGood1490078.0
August 1998FairSatisfactoryGoodGood1490078.0
August 1996FairSatisfactoryGoodGood1670078.0
June 1994FairFairFairSatisfactory1670064.0
March 1992FairFairFairSatisfactory1590062.0

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.152152000
Deck
Reinforced Concrete Top Flangesq. ft.2,0191,86815100
Wearing Surfacessq. ft.1,9051,903200
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.7266600
Steel Pileeach55000
Joints
Compression Jointlinear ft.5048200
Bearings
Movable Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.229229000