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S15-S5 CONNECTOR over I-5, I-15,RAMPS,NATIONAL

Map

Coordinates:
+32.68864, -117.11618
32°41'19" N, 117°06'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S15-S5 CONNECTOR over I-5, I-15,RAMPS,NATIONAL
Structure number:57 0732F
Location:11-SD-015-R0.12L-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:212.0 ft. [64.6 m]
Total length:3393.2 ft. [1034.2 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1978
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:9
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2010]
Truck traffic:2% 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 desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodGoodGood3200084.8
December 2015GoodVery GoodVery GoodVery Good3200084.8
December 2013GoodGoodGoodGood3200084.8
January 2012FairFairGoodGood3200083.7
February 2010FairSatisfactoryGoodGood2500086.6
March 2008GoodGoodGoodGood2500086.6
March 2006GoodGoodGoodGood2500086.6
January 2004GoodGoodGoodGood2500086.6
January 2002GoodGoodGoodGood2340087.0
May 2000FairSatisfactoryGoodGood2340088.1
March 1998FairSatisfactoryGoodGood2340088.1
December 1995GoodVery GoodVery GoodVery Good2340086.3
January 1994GoodVery GoodVery GoodVery Good1650088.0
January 1992GoodVery GoodVery GoodVery Good1650088.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.421421000
Reinforced Concrete Closed Web/Box Girderlinear ft.613613000
Deck
Reinforced Concrete Top Flangesq. ft.12,65012,650000
Concrete Protective Coatingsq. ft.12,65010,6502,00000
Substructure
Reinforced Concrete Columneach1717000
Reinforced Concrete Abutmentlinear ft.3232000
Reinforced Concrete Pileeach22000
Joints
Pourable Jointlinear ft.4848000
Assembly without Seal Jointlinear ft.1191070120
Bearings
Enclosed/Concealed Bearingeach76010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0682,068000