Share: 
ROUTE 180 over S99-E180 CONNECTOR
Map
Coordinates:
+36.73960, -119.81620
36°44'23" N, 119°48'58" W
+36.73960, -119.81620
36°44'23" N, 119°48'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| 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: | 16.4 ft. [5.0 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 2018
| 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: | 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: | 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] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Fair | Good | Good | 1000 | 98.0 |
| January 2016 | Fair | Satisfactory | Very Good | Good | 1000 | 99.0 |
| April 2014 | Fair | Satisfactory | Very Good | Good | 1000 | 99.0 |
| February 2012 | Good | Good | Very Good | Good | 1000 | 100.0 |
| March 2010 | Good | Good | Very Good | Good | 1000 | 100.0 |
| February 2008 | Good | Good | Very Good | Good | 1000 | 100.0 |
| February 2006 | Good | Good | Very Good | Good | 1000 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 48 | 48 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 439 | 48 | 391 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 64 | 63 | 0 | 1 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 23 | 22 | 1 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 97 | 97 | 0 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1050219
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1050219