ALPINE STREET over STATE ROUTE 110
Map
Coordinates:
+34.06500, -118.2450034°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 |