N5-E56 CONNECTOR over CARMEL VALLEY RD EB
Map
Coordinates:
+32.93147, -117.2398032°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, 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. | 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 |