E75-N5 CONNECTOR over ROUTE 5 & ROUTE 75
Map
Coordinates:
+32.58353, -117.0884532°35'01" N, 117°05'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E75-N5 CONNECTOR over ROUTE 5 & ROUTE 75 |
Structure number: | 57 0708F |
Location: | 11-SD-075-9.03-SD |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 139.1 ft. [42.4 m] |
Total length: | 784.2 ft. [239.0 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | 6 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,200 [as of 2010] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | 91.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 23200 | 91.8 |
December 2016 | Good | Good | Good | Good | 23200 | 91.8 |
February 2015 | Fair | Good | Satisfactory | Good | 23200 | 91.8 |
February 2013 | Poor | Poor | Satisfactory | Good | 23200 | 90.7 |
March 2011 | Poor | Poor | Satisfactory | Good | 23200 | 90.7 |
March 2009 | Poor | Poor | Satisfactory | Good | 23200 | 90.7 |
March 2007 | Poor | Poor | Satisfactory | Good | 23200 | 90.7 |
April 2005 | Fair | Satisfactory | Satisfactory | Good | 23200 | 93.8 |
May 2003 | Good | Good | Good | Good | 23200 | 93.8 |
May 2002 | Good | Good | Good | Good | 23200 | 93.8 |
July 2000 | Good | Good | Good | Good | 23200 | 93.8 |
March 1998 | Fair | Satisfactory | Good | Good | 23200 | 93.8 |
February 1996 | Good | Very Good | Very Good | Very Good | 23200 | 96.2 |
May 1994 | Good | Very Good | Very Good | Very Good | 23200 | 96.2 |
August 1992 | Good | Very Good | Very Good | Very Good | 45000 | 94.5 |
April 1990 | Good | Very Good | Very Good | Very Good | 45000 | 94.5 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 239 | 219 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,841 | 2,557 | 284 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,841 | 2,841 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 31 | 31 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 15 | 0 | 0 | 15 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 512 | 502 | 10 | 0 | 0 |