MAIN STREET over INTERSTATE 5
Map
Coordinates:
+32.59489, -117.0891832°35'42" N, 117°05'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MAIN STREET over INTERSTATE 5 |
Structure number: | 57 0112 |
Location: | 11-SD-005-5.40-SD |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 271.0 ft. [82.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,900 [as of 2010] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Good | Good | 26900 | 93.4 |
June 2015 | Poor | Poor | Very Good | Very Good | 26900 | 91.4 |
June 2013 | Good | Good | Very Good | Good | 26900 | 94.5 |
July 2011 | Good | Good | Very Good | Good | 26900 | 94.5 |
July 2009 | Good | Good | Very Good | Good | 26900 | 94.5 |
September 2007 | Good | Good | Very Good | Good | 26900 | 94.5 |
October 2005 | Good | Good | Very Good | Good | 26900 | 94.5 |
September 2003 | Good | Good | Very Good | Good | 17360 | 95.4 |
October 2001 | Good | Good | Very Good | Good | 17360 | 95.4 |
October 1999 | Good | Good | Very Good | Good | 17360 | 95.4 |
August 1995 | Good | Very Good | Very Good | Very Good | 17360 | 95.7 |
October 1991 | Good | Very Good | Very Good | Very Good | 17360 | 95.7 |