PRAIRIE ST over LIMEKILN CANYON WASH
Map
Coordinates:
+34.24000, -118.5633334°14'24" N, 118°33'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | PRAIRIE ST over LIMEKILN CANYON WASH |
Structure number: | 53C1756 |
Location: | 0.1 W/O CORBIN AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 25.3 ft. [7.7 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2005] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 96.6 tons [87.8 metric tons] |
Inventory rating: | 58.1 tons [52.8 metric tons] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2015 | 97.7 | Fair | Satisfactory | Satisfactory | Good | - | 3700 |
March 2013 | 90.6 | Fair | Fair | Good | Good | - | 3700 |
May 2011 | 90.7 | Fair | Fair | Good | Good | - | 3000 |
March 2009 | 90.7 | Fair | Fair | Good | Good | - | 3000 |
August 2006 | 96.7 | Fair | Fair | Good | Good | - | 3000 |
February 2004 | 97.8 | Good | Good | Good | Good | - | 2000 |
April 2001 | 97.8 | Good | Good | Good | Good | - | 2000 |
March 1999 | 97.8 | Good | Good | Good | Good | - | 2000 |
May 1997 | 97.8 | Good | Good | Good | Good | - | 2000 |
December 1994 | 97.8 | Good | Good | Good | Good | - | 2000 |
November 1992 | 97.9 | Good | Good | Very Good | Very Good | - | 2000 |
November 1990 | 97.9 | Good | Very Good | Very Good | Very Good | - | 2000 |