E75-N5 CONNECTOR over I 5, CONNS, STREETS
Map
Coordinates:
+32.69788, -117.1450732°41'52" N, 117°08'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E75-N5 CONNECTOR over I 5, CONNS, STREETS |
Structure number: | 57 0912G |
Location: | 11-SD-075-R21.97-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes [1] |
Length of largest span: | 144.0 ft. [43.9 m] |
Total length: | 2280.0 ft. [694.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | 22 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 76.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Fair | Fair | Good | Good | 15000 | 76.7 |
February 2015 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
February 2013 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
March 2011 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
March 2009 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
March 2007 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
April 2005 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
May 2003 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
July 2000 | Fair | Satisfactory | Very Good | Good | 15000 | 77.7 |
February 1996 | Good | Very Good | Very Good | Very Good | 15000 | 78.5 |
May 1994 | Good | Very Good | Very Good | Very Good | 15000 | 78.5 |
June 1992 | Good | Very Good | Very Good | Very Good | 15000 | 78.5 |
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 Girder/Beam | linear ft. | 3,063 | 3,063 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,940 | 3,970 | 3,970 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 12 | 12 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 266 | 266 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,402 | 1,402 | 0 | 0 | 0 |