+32.78806, -117.11417
32°47'17" N, 117°06'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FRIARS ROAD over I 15
Structure number:57 0626
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:137.1 ft. [41.8 m]
Total length:454.1 ft. [138.4 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:100.4 ft. [30.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1967
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,900 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:92.3 tons [83.9 metric tons]
Inventory rating:55.6 tons [50.5 metric tons]
Sufficiency rating:93.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201693.6GoodVery GoodGoodVery Good-34900
January 201494.7GoodGoodGoodGood-34900
February 201294.7FairGoodSatisfactoryGood-34900
February 201094.7FairGoodSatisfactoryGood-34900
March 200893.6FairFairSatisfactoryGood-34900
March 200693.6FairFairSatisfactoryGood-34900
January 200493.1FairFairSatisfactoryGood-40000
February 200290.4FairSatisfactoryGoodGoodFO35520
June 200089.4FairSatisfactoryGoodGoodFO35520
March 199886.2PoorPoorGoodGoodSD35520
January 199696.3GoodGoodVery GoodVery Good-35520
March 199496.3GoodGoodVery GoodVery Good-35520
February 199296.3GoodGoodVery GoodVery Good-35520