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BEYER WAY over OTAY RIVER

Map

Coordinates:
+32.58979, -117.06152
32°35'23" N, 117°03'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEYER WAY over OTAY RIVER
Structure number:57C0333
Location:0.42MI N/O PALM AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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 [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,732 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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:97.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactoryGoodGood1473297.9
June 2012FairSatisfactoryVery GoodSatisfactory1634097.7
November 2008FairSatisfactoryVery GoodSatisfactory1634097.7
October 2006FairSatisfactoryVery GoodFair1800086.1
January 2004FairSatisfactoryVery GoodFair1800086.1
October 2001FairSatisfactoryVery GoodFair1800086.1
November 2000GoodGoodVery GoodGood1800097.5
July 1999GoodGoodVery GoodGood1800097.5
June 1997GoodGoodVery GoodGood1800097.5
May 1995GoodVery GoodVery GoodVery Good1800097.3
February 1993GoodVery GoodVery GoodVery Good1800097.3
February 1991GoodVery GoodVery GoodVery Good1800097.3