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S5-E8 CONNECTOR RP over UP RR,AMTRAK,I 5,I 8 WB

Map

Coordinates:
+32.75965, -117.20102
32°45'35" N, 117°12'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S5-E8 CONNECTOR RP over UP RR,AMTRAK,I 5,I 8 WB
Structure number:57 0567F
Location:11-SD-005-R20.08-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.1 ft. [35.4 m]
Total length:1175.9 ft. [358.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
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:12
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2009]
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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:67.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,246,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodGoodGood2350067.7
October 2015GoodVery GoodVery GoodVery Good2350067.7
October 2013GoodGoodGoodGood2350067.7
November 2011GoodGoodGoodGood2350067.7
November 2009FairFairGoodGood2030067.6
January 2008FairFairGoodGood2030067.6
January 2006FairFairGoodGood2030067.6
October 2003FairSatisfactoryGoodGood2030070.7
November 2001FairSatisfactoryGoodGood2030070.7
November 1999FairSatisfactoryGoodGood2030070.7
May 1998FairSatisfactoryGoodGood2030070.7
July 1995GoodGoodVery GoodVery Good2030073.1
October 1991GoodGoodVery GoodVery Good2030073.1

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.359355400
Deck
Reinforced Concrete Top Flangesq. ft.3,0703,070000
Concrete Protective Coatingsq. ft.3,0703,070000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.2626000
Reinforced Concrete Pileeach22000
Reinforced Concrete Pier Caplinear ft.1313000
Joints
Compression Jointlinear ft.3939000
Bridge Rail
Other Material Bridge Raillinear ft.717717000