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I-5 over LUCILE ST

Map

Coordinates:
+47.55347, -122.31827
47°33'12" N, 122°19'06" 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:15.1 ft. [4.6 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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:67.9 tons [61.7 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201789.5FairSatisfactorySatisfactoryGood-90989
June 201588.4FairFairSatisfactoryGood-90989
June 201389.2FairSatisfactorySatisfactoryGood-93613
July 201189.2FairSatisfactoryGoodGood-93613
July 200983.5FairSatisfactorySatisfactoryGood-95457
July 200782.4FairSatisfactorySatisfactoryGood-106000
October 200582.4FairSatisfactorySatisfactoryGood-106000
November 200382.4FairSatisfactorySatisfactoryGood-106000
September 200182.4FairSatisfactorySatisfactoryGood-106000
September 199982.1FairFairSatisfactoryGood-98250
June 199782.1FairFairSatisfactoryGood-98250
November 199585.2FairSatisfactorySatisfactoryGood-98250
June 199385.4GoodGoodGoodGood-95900
April 199187.0FairSatisfactorySatisfactoryGood-75675

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Top Flangesq. ft.15,46315,2726524102
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