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STATE ROUTE 94 EB over CHOLLAS CREEK

Map

Coordinates:
+32.71648, -117.11572
32°42'59" N, 117°06'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 94 EB over CHOLLAS CREEK
Structure number:57 0107R
Location:11-SD-094-3.32-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:20.0 ft. [6.1 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:133.5 ft. [40.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1990
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:72,000 [as of 2010]
Truck traffic:4% 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2014GoodGoodGoodGood7200093.3
December 2012FairFairGoodSatisfactory7200092.2
March 2011FairFairGoodSatisfactory7150092.2
January 2009FairFairGoodSatisfactory7700091.7
January 2007FairFairGoodSatisfactory7700091.7
March 2005FairSatisfactoryGoodSatisfactory7700092.8
January 2003FairGoodGoodSatisfactory7500093.0
July 2001FairGoodGoodSatisfactory6855093.6
May 2000FairGoodGoodSatisfactory6855093.6
May 1999FairGoodGoodSatisfactory6855093.6
May 1997FairGoodGoodSatisfactory6855093.6
February 1995GoodGoodVery GoodVery Good6140095.4
May 1993GoodGoodVery GoodVery Good6760094.9
November 1990GoodGoodVery GoodVery Good6760094.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach3030000
Reinforced Concrete Pier Walllinear ft.152152000
Reinforced Concrete Abutmentlinear ft.102102000
Reinforced Concrete Pier Caplinear ft.90801000
Joints
Compression Jointlinear ft.5959000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5959000
Deck
Reinforced Concrete Slabsq. ft.93278115100
Wearing Surfacessq. ft.435435000