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VOLTAIRE ST over NIMITZ BLVD

San Diego County, California

Map

Coordinates:
+32.74194, -117.23222
32°44'31" N, 117°13'56" W

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

Facts

Name:	VOLTAIRE ST over NIMITZ BLVD
Structure number:	57C0285
Location:	0.65M S/O PT. LOMA BL
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	79.1 ft. `[24.1 m]`
Total length:	162.1 ft. `[49.4 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	67.9 ft. `[20.7 m]`
Vertical clearance below bridge:	15.1 ft. `[4.6 m]`
Skew angle:	56°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1959
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	13,300 `[as of 2004]`
Truck traffic:	1% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Operating rating:	95.2 tons `[86.5 metric tons]`
Inventory rating:	57.4 tons `[52.2 metric tons]`
Sufficiency rating:	71.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,676,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	71.3	Poor	Poor	Good	Satisfactory	SD	13300
January 2014	71.3	Poor	Poor	Good	Satisfactory	SD	13300
June 2011	71.3	Poor	Poor	Good	Satisfactory	SD	13300
February 2010	71.3	Poor	Poor	Good	Satisfactory	SD	13300
November 2007	71.3	Poor	Poor	Good	Satisfactory	SD	13300
January 2006	71.3	Poor	Poor	Good	Satisfactory	SD	13300
February 2004	69.2	Poor	Poor	Good	Satisfactory	SD	13300
April 2002	72.3	Poor	Poor	Good	Satisfactory	SD	13300
July 2000	75.4	Fair	Satisfactory	Good	Good	FO	13300
June 1998	72.3	Fair	Satisfactory	Good	Good	FO	13300
March 1994	74.7	Good	Good	Very Good	Very Good	FO	13300
January 1992	74.7	Good	Good	Very Good	Very Good	FO	13300

© 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/1062516