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FRIARS RD over MURPHY CANYON RD

San Diego County, California

Map

Coordinates:
+32.78744, -117.11724
32°47'15" N, 117°07'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	FRIARS RD over MURPHY CANYON RD
Structure number:	57C0188
Location:	0.15MI 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:	16.4 ft. `[5.0 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]`
Sufficiency rating:	81.0

Previous Inspections

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

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	500	500	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,245	1,095	150	0	0
Concrete Protective Coating	sq. ft.	1,210	1,210	0	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	88	88	0	0	0
Reinforced Concrete Pile	each	2	2	0	0	0
Reinforced Concrete Pier Cap	linear ft.	76	76	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	104	102	0	2	0

© Copyright 2012-19, 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