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FRIARS RD over MISSION CENTER RD

San Diego County, California

Map

Coordinates:
+32.77457, -117.15414
32°46'28" N, 117°09'15" W

Facts

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

Name:	FRIARS RD over MISSION CENTER RD
Structure number:	57C0291
Location:	0.5MI E/O SR-163
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	98.1 ft. `[29.9 m]`
Total length:	164.1 ft. `[50.0 m]`
Roadway width between curbs:	78.1 ft. `[23.8 m]`
Deck width edge-to-edge:	100.1 ft. `[30.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	41,200 `[as of 2010]`
Truck traffic:	1% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	74.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,560,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Poor	Poor	Good	Good	41200	74.9
September 2014	Fair	Fair	Very Good	Very Good	41200	77.2
October 2012	Poor	Poor	Good	Good	41200	74.9
March 2012	Poor	Poor	Good	Good	41200	74.9
March 2010	Poor	Poor	Good	Good	58180	71.0
November 2007	Fair	Fair	Good	Good	58180	73.0
November 2005	Fair	Fair	Good	Good	58180	73.0
February 2003	Fair	Fair	Good	Good	58180	73.0
January 2001	Fair	Satisfactory	Good	Good	20400	84.7
April 1999	Good	Good	Good	Good	20400	84.7
March 1996	Good	Very Good	Very Good	Very Good	20400	82.8
March 1994	Good	Very Good	Very Good	Very Good	20400	82.8
January 1992	Good	Very Good	Very Good	Very Good	20400	82.8

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	30	30	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	218	218	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,530	165	1,145	220	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	62	62	0	0	0
Reinforced Concrete Abutment	linear ft.	61	61	0	0	0
Steel Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	54	0	54	0	0
Compression Joint	linear ft.	54	0	0	54	0
Bearings
Elastomeric Bearing	each	2	2	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	100	90	0	10	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/1062520