ROUTE 180 over S99-E180 CONNECTOR
Map
Coordinates:
+36.73972, -119.8158336°44'23" N, 119°48'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ROUTE 180 over S99-E180 CONNECTOR |
Structure number: | 42 0392G |
Location: | 06-FRE-180-R56.20-FRE |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 156.8 ft. [47.8 m] |
Total length: | 156.8 ft. [47.8 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Vertical clearance below bridge: | 19.0 ft. [5.8 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 1999] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2016 | 99.0 | Fair | Satisfactory | Very Good | Good | - | 1000 |
April 2014 | 99.0 | Fair | Satisfactory | Very Good | Good | - | 1000 |
February 2012 | 100.0 | Good | Good | Very Good | Good | - | 1000 |
March 2010 | 100.0 | Good | Good | Very Good | Good | - | 1000 |
February 2008 | 100.0 | Good | Good | Very Good | Good | - | 1000 |
February 2006 | 100.0 | Good | Good | Very Good | Good | - | 1000 |