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LA JOLLA VILLAGE D over GILMAN DRIVE

San Diego County, California

Map

Coordinates:
+32.87155, -117.23830
32°52'18" N, 117°14'18" W

Facts

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

Name:	LA JOLLA VILLAGE D over GILMAN DRIVE
Structure number:	57C0470
Location:	0.5 MI WEST OF I-5
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	102.0 ft. `[31.1 m]`
Total length:	189.0 ft. `[57.6 m]`
Roadway width between curbs:	90.2 ft. `[27.5 m]`
Deck width edge-to-edge:	97.4 ft. `[29.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	27°
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]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	40,200 `[as of 2008]`
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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Poor	Good	Good	40200	83.0
September 2015	Poor	Poor	Very Good	Very Good	40200	83.0
September 2013	Poor	Serious	Good	Satisfactory	40200	80.7
April 2011	Poor	Serious	Good	Satisfactory	40200	80.7
September 2008	Poor	Serious	Good	Satisfactory	50000	78.2
October 2006	Poor	Serious	Good	Satisfactory	50000	78.2
December 2003	Fair	Fair	Good	Good	50000	84.0
October 2001	Fair	Fair	Good	Good	50000	84.0
May 1999	Fair	Fair	Good	Good	50000	84.0
April 1997	Fair	Fair	Good	Good	50000	84.0
January 1995	Good	Very Good	Very Good	Very Good	50000	85.6
January 1993	Good	Very Good	Very Good	Very Good	50000	85.6
January 1991	Good	Very Good	Very Good	Very Good	50000	85.6

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 Closed Web/Box Girder	linear ft.	116	116	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,710	126	8	1,576	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Steel Pile	each	1	1	0	0	0
Joints
Compression Joint	linear ft.	80	64	0	16	0
Bearings
Elastomeric Bearing	each	2	2	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	137	137	0	0	0
Other Material Bridge Rail	linear ft.	68	68	0	0	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/1062666