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S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV

Map

Coordinates:
+32.75876, -117.20551
32°45'32" N, 117°12'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S5-S209 CONNECTOR over I 8,CONNS,SAN DIEGO RIV
Structure number:57 0565F
Location:11-SD-005-R20.04-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:1344.2 ft. [409.7 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:18.0 ft. [5.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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+Mod / HS 20+Mod [6]
Number of main spans:15
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: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:73.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$9,097,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015GoodVery GoodVery GoodVery Good1150073.4
October 2013GoodGoodGoodGood1150073.4
November 2011GoodGoodGoodGood1150073.4
November 2009FairFairGoodGood3700064.3
January 2008FairFairGoodGood3700064.3
January 2006FairFairGoodGood3700064.3
October 2003GoodGoodGoodGood3700065.5
January 2002GoodGoodGoodGood3700065.5
November 1999GoodGoodGoodGood3700065.5
October 1995GoodGoodVery GoodVery Good3700070.6
October 1991GoodGoodVery GoodVery Good3700070.6

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.410410000
Deck
Reinforced Concrete Top Flangesq. ft.4,9804,980000
Concrete Protective Coatingsq. ft.4,9804,980000
Substructure
Reinforced Concrete Pier Walllinear ft.211211000
Reinforced Concrete Abutmentlinear ft.2626000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.6565000
Bearings
Elastomeric Bearingeach1111000
Enclosed/Concealed Bearingeach33000
Bridge Rail
Other Material Bridge Raillinear ft.820820000