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INTERSTATE 5 NB over INTERSTATE 805

Map

Coordinates:
+32.90332, -117.22350
32°54'12" N, 117°13'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 NB over INTERSTATE 805
Structure number:57 0512R
Location:11-SD-005-R30.64R-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:498.1 ft. [151.8 m]
Roadway width between curbs:113.5 ft. [34.6 m]
Deck width edge-to-edge:118.8 ft. [36.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:63°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2007
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:2
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: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:74,000 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,243,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorPoorGoodGood7400078.0
September 2015FairSatisfactoryVery GoodVery Good7400081.0
September 2013FairFairVery GoodGood7400080.0
October 2011FairFairVery GoodGood7400080.0
October 2009FairFairVery GoodGood8450080.0
December 2007FairFairVery GoodGood8450080.0
January 2006PoorPoorGoodGood8450061.0
October 2003PoorPoorGoodGood8450061.0
December 2001PoorPoorGoodGood10695061.0
March 2000FairSatisfactoryVery GoodGood10695064.0
October 1993GoodGoodVery GoodVery Good6160064.0
November 1991GoodGoodVery GoodVery Good6015064.0

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.1241141000
Reinforced Concrete Closed Web/Box Girderlinear ft.9897010
Prestressed Concrete Girder/Beamlinear ft.504504000
Deck
Reinforced Concrete Decksq. ft.1,65782908280
Reinforced Concrete Top Flangesq. ft.3,8453,17106740
Concrete Protective Coatingsq. ft.2,4982,498000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.4040000
Compression Jointlinear ft.108108000
Assembly with Sealeach4040000
Bearings
Movable Bearingeach1414000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.456456000