+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 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201693.6Not deficientVery GoodGoodVery Good34900
January 201494.7Not deficientGoodGoodGood34900
February 201294.7Not deficientGoodSatisfactoryGood34900
February 201094.7Not deficientGoodSatisfactoryGood34900
March 200893.6Not deficientFairSatisfactoryGood34900
March 200693.6Not deficientFairSatisfactoryGood34900
January 200493.1Not deficientFairSatisfactoryGood40000
February 200290.4Functionally obsoleteSatisfactoryGoodGood35520
June 200089.4Functionally obsoleteSatisfactoryGoodGood35520
March 199886.2Structurally deficientPoorGoodGood35520
January 199696.3Not deficientGoodVery GoodVery Good35520
March 199496.3Not deficientGoodVery GoodVery Good35520
February 199296.3Not deficientGoodVery GoodVery Good35520