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N5-E56 CONNECTOR over CARMEL VALLEY RD EB
Map
Coordinates:
+32.93147, -117.23980
32°55'53" N, 117°14'23" W
+32.93147, -117.23980
32°55'53" N, 117°14'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | N5-E56 CONNECTOR over CARMEL VALLEY RD EB |
| Structure number: | 57 0990G |
| Location: | 11-SD-005-R32.87-SD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 150.3 ft. [45.8 m] |
| Total length: | 526.9 ft. [160.6 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 8 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,000 [as of 2010] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 88.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Fair | Good | Good | 39000 | 88.0 |
| September 2015 | Good | Good | Very Good | Very Good | 39000 | 89.0 |
| September 2013 | Good | Good | Very Good | Good | 39000 | 89.0 |
| October 2011 | Good | Good | Very Good | Good | 39000 | 89.0 |
| October 2009 | Good | Good | Very Good | Good | 30000 | 89.5 |
| December 2007 | Good | Good | Very Good | Good | 30000 | 89.5 |
| January 2006 | Good | Good | Very Good | Good | 30000 | 89.5 |
| October 2003 | Good | Good | Very Good | Good | 262000 | 79.0 |
| December 2001 | Good | Good | Very Good | Good | - | 92.0 |
| May 2000 | Good | Good | Very Good | Good | - | 97.0 |
| April 1998 | Good | Good | Very Good | Good | - | 97.0 |
Element Data
Source: National Bridge Elements dataset, 2019 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. | 361 | 361 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 2,136 | 1,586 | 550 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 37 | 37 | 0 | 0 | 0 |
| Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 50 | 50 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 322 | 322 | 0 | 0 | 0 |
© Copyright 2012-20, 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/1062311
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1062311