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ALPINE STREET over STATE ROUTE 110

Los Angeles County, California

Map

Coordinates:
+34.06500, -118.24500
34°03'54" N, 118°14'42" W

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

Facts

Name:	ALPINE STREET over STATE ROUTE 110
Structure number:	53 0592
Location:	07-LA-110-23.96-LA
Purpose:	Carries highway overpass over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	61.0 ft. `[18.6 m]`
Total length:	130.9 ft. `[39.9 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	53.8 ft. `[16.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1948
Historic significance:	Historical significance is not determinable at this time `[4]`
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]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,000 `[as of 2015]`
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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	89.1 tons `[81.0 metric tons]`
Inventory rating:	53.5 tons `[48.6 metric tons]`
Sufficiency rating:	72.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,097,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
December 2016	72.5	Good	Good	Good	Good	FO	8000
December 2014	72.5	Good	Very Good	Very Good	Very Good	FO	8000
December 2012	71.4	Fair	Fair	Good	Good	FO	8000
December 2010	72.5	Good	Good	Good	Good	FO	8000
December 2008	72.5	Good	Good	Good	Good	FO	8000
April 2006	72.5	Good	Good	Good	Good	FO	8000
June 2003	72.5	Good	Good	Good	Good	FO	8000
September 2001	72.5	Good	Good	Good	Good	FO	8000
August 1999	72.5	Good	Good	Good	Good	FO	8000
April 1997	72.5	Good	Good	Good	Good	FO	8000
July 1993	72.4	Good	Very Good	Very Good	Very Good	FO	8000
January 1991	72.4	Good	Very Good	Very Good	Very Good	FO	8000

© 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/1054119