WENTWORTH ST over PACOIMA DIVERSION CHNL
Map
Coordinates:
+34.23167, -118.4183334°13'54" N, 118°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | WENTWORTH ST over PACOIMA DIVERSION CHNL |
Structure number: | 53C1379 |
Location: | 0.2 MI SW ARLETA AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,100 [as of 2011] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 85.6 tons [77.8 metric tons] |
Inventory rating: | 51.7 tons [47.0 metric tons] |
Sufficiency rating: | 63.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $462,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2016 | 63.5 | Poor | Poor | Fair | Good | SD | 3100 |
December 2014 | 76.6 | Fair | Fair | Satisfactory | Very Good | FO | 3100 |
December 2012 | 76.6 | Fair | Fair | Satisfactory | Good | FO | 3100 |
March 2011 | 76.6 | Fair | Fair | Satisfactory | Good | FO | 3100 |
December 2008 | 76.6 | Fair | Fair | Satisfactory | Good | FO | 3100 |
January 2006 | 77.6 | Fair | Good | Satisfactory | Good | FO | 3100 |
May 2005 | 77.6 | Fair | Good | Satisfactory | Good | FO | 3100 |
May 2001 | 77.6 | Good | Good | Good | Good | FO | 3100 |
May 1999 | 77.6 | Good | Good | Good | Good | FO | 3100 |
May 1997 | 76.6 | Fair | Fair | Satisfactory | Good | FO | 3100 |
January 1995 | 77.6 | Good | Good | Good | Good | FO | 3100 |
January 1993 | 77.7 | Good | Good | Very Good | Very Good | FO | 3100 |
December 1990 | 77.7 | Good | Good | Very Good | Very Good | FO | 3100 |