I-5 over LUCILE ST


+47.55323, -122.31809
47°33'12" N, 122°19'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 over LUCILE ST
Structure number:0007734C0000000
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:190.0 ft. [57.9 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:97,695 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,016,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory9769585.5
November 2016FairSatisfactorySatisfactoryGood9098986.2
November 2014FairSatisfactorySatisfactoryGood9098988.4
November 2012FairSatisfactorySatisfactoryGood9361388.1
December 2010FairSatisfactorySatisfactoryGood9545787.9
December 2008FairSatisfactorySatisfactoryGood9545787.9
October 2006FairSatisfactorySatisfactoryGood10600086.9
December 2004FairSatisfactorySatisfactoryGood10600086.9
November 2002FairSatisfactorySatisfactoryGood10600086.9
October 2000FairSatisfactorySatisfactoryGood9825087.7
July 1998FairSatisfactorySatisfactoryGood9825087.7
June 1997FairSatisfactorySatisfactoryGood9825087.7
November 1995GoodGoodGoodGood9825086.3
June 1993FairSatisfactorySatisfactoryGood9590090.8
April 1991GoodGoodGoodGood7567592.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Top Flangesq. ft.14,47814,4502530
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.190190000
Pourable Jointlinear ft.164082820
Open Jointlinear ft.3280246820
Movable Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.380380000
Reinforced Concrete Slabsq. ft.14,47814,43410340