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MORENA BLVD over SAN DIEGO RVR, FRIARS RD

Map

Coordinates:
+32.76066, -117.19777
32°45'38" N, 117°11'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MORENA BLVD over SAN DIEGO RVR, FRIARS RD
Structure number:57C0028
Location:JUST NORTH OF I-8
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:81.0 ft. [24.7 m]
Total length:940.0 ft. [286.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed: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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:53.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,746,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairFairGood4000053.4
September 2014GoodVery GoodVery GoodVery Good4000067.3
October 2012FairFairSatisfactoryGood4000066.2
August 2010FairSatisfactorySatisfactoryGood4000067.3
November 2007FairGoodSatisfactoryGood4000067.3
November 2005GoodGoodGoodGood4000066.3
June 2003GoodGoodGoodGood4000066.3
July 2001GoodGoodGoodGood4000066.3
November 2000GoodGoodGoodGood4000066.3
March 1998GoodGoodGoodGood4000066.3
March 1995FairSatisfactoryVery GoodVery Good4000065.8
December 1993FairSatisfactoryVery GoodVery Good4000065.8
December 1991FairSatisfactoryVery GoodVery Good4000065.8