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FRIARS RD over MURPHY CANYON RD

Map 

Coordinates:
+32.78778, -117.11694
32°47'16" N, 117°07'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRIARS RD over MURPHY CANYON RD
Structure number:57C0188
Location:.15 MI W/O RTE 15
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:48°
Owner:City or Municipal Highway Agency [04]
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:36,300 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.8 tons [25.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201481.0Functionally obsoleteGoodVery GoodVery Good36300
August 201287.6Functionally obsoleteSatisfactoryGoodGood36300
March 201087.6Functionally obsoleteSatisfactoryGoodGood36300
October 200786.6Functionally obsoleteFairGoodGood36300
November 200587.6Functionally obsoleteFairGoodGood36300
June 200385.4Structurally deficientPoorGoodGood36300
August 200185.4Structurally deficientPoorGoodGood36300
April 199985.4Structurally deficientPoorGoodGood36300
April 199688.3Functionally obsoleteVery GoodVery GoodVery Good36300
March 199488.3Functionally obsoleteVery GoodVery GoodVery Good36300
January 199288.3Functionally obsoleteVery GoodVery GoodVery Good36300