Share:

MORENA BLVD over SAN DIEGO RIV, 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 RIV, 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 2014 

Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2005]
Truck traffic:1% 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 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$11,746,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201467.3Functionally obsoleteVery GoodVery GoodVery Good40000
October 201266.2Functionally obsoleteFairSatisfactoryGood40000
August 201067.3Functionally obsoleteSatisfactorySatisfactoryGood40000
November 200767.3Functionally obsoleteGoodSatisfactoryGood40000
November 200566.3Functionally obsoleteGoodGoodGood40000
June 200366.3Functionally obsoleteGoodGoodGood40000
July 200166.3Functionally obsoleteGoodGoodGood40000
November 200066.3Functionally obsoleteGoodGoodGood40000
March 199866.3Functionally obsoleteGoodGoodGood40000
March 199565.8Functionally obsoleteSatisfactoryVery GoodVery Good40000
December 199365.8Functionally obsoleteSatisfactoryVery GoodVery Good40000
December 199165.8Functionally obsoleteSatisfactoryVery GoodVery Good40000