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I-5 over LUCILE ST

Map

Coordinates:
+47.55327, -122.31761
47°33'12" N, 122°19'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 over LUCILE ST
Structure number:0007734B0000000
Location:3.9 N JCT SR 900
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:93.5 ft. [28.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:90,989 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,330,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryGood9098989.5
June 2015FairFairSatisfactoryGood9098988.4
June 2013FairSatisfactorySatisfactoryGood9361389.2
July 2011FairSatisfactoryGoodGood9361389.2
July 2009FairSatisfactorySatisfactoryGood9545783.5
July 2007FairSatisfactorySatisfactoryGood10600082.4
October 2005FairSatisfactorySatisfactoryGood10600082.4
November 2003FairSatisfactorySatisfactoryGood10600082.4
September 2001FairSatisfactorySatisfactoryGood10600082.4
September 1999FairFairSatisfactoryGood9825082.1
June 1997FairFairSatisfactoryGood9825082.1
November 1995FairSatisfactorySatisfactoryGood9825085.2
June 1993GoodGoodGoodGood9590085.4
April 1991FairSatisfactorySatisfactoryGood7567587.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Top Flangesq. ft.15,46315,34865500
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.226226000
Joints
Compression Jointlinear ft.194097970
Open Jointlinear ft.374037400
Bearings
Movable Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.344344000
Deck
Reinforced Concrete Slabsq. ft.15,46315,4530100