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FRIARS RD over MURPHY CANYON RD

San Diego County, California

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 2016

Good/Fair/Poor Condition:	Good
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:	Good `[7 out of 9]`
Substructure condition:	Good `[7 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]`
Sufficiency rating:	81.0

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	81.0	Good	Good	Good	Good	FO	36300
September 2014	81.0	Good	Good	Very Good	Very Good	FO	36300
August 2012	87.6	Fair	Satisfactory	Good	Good	FO	36300
March 2010	87.6	Fair	Satisfactory	Good	Good	FO	36300
October 2007	86.6	Fair	Fair	Good	Good	FO	36300
November 2005	87.6	Fair	Fair	Good	Good	FO	36300
June 2003	85.4	Poor	Poor	Good	Good	SD	36300
August 2001	85.4	Poor	Poor	Good	Good	SD	36300
April 1999	85.4	Poor	Poor	Good	Good	SD	36300
April 1996	88.3	Good	Very Good	Very Good	Very Good	FO	36300
March 1994	88.3	Good	Very Good	Very Good	Very Good	FO	36300
January 1992	88.3	Good	Very Good	Very Good	Very Good	FO	36300

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1062459