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MORENA BLVD over SAN DIEGO RVR, FRIARS RD

Map

Coordinates:
+32.76194, -117.19778
32°45'43" N, 117°11'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:15.7 ft. [4.8 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]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201653.4FairFairFairGoodFO40000
September 201467.3GoodVery GoodVery GoodVery GoodFO40000
October 201266.2FairFairSatisfactoryGoodFO40000
August 201067.3FairSatisfactorySatisfactoryGoodFO40000
November 200767.3FairGoodSatisfactoryGoodFO40000
November 200566.3GoodGoodGoodGoodFO40000
June 200366.3GoodGoodGoodGoodFO40000
July 200166.3GoodGoodGoodGoodFO40000
November 200066.3GoodGoodGoodGoodFO40000
March 199866.3GoodGoodGoodGoodFO40000
March 199565.8FairSatisfactoryVery GoodVery GoodFO40000
December 199365.8FairSatisfactoryVery GoodVery GoodFO40000
December 199165.8FairSatisfactoryVery GoodVery GoodFO40000