S5-E94 CONNECTOR over I 5, STREETS, RAMPS
Map
Coordinates:
+32.71351, -117.1465932°42'49" N, 117°08'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S5-E94 CONNECTOR over I 5, STREETS, RAMPS |
Structure number: | 57 0422F |
Location: | 11-SD-005-R15.07-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 2290.1 ft. [698.0 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 20 |
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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,000 [as of 2010] |
Truck traffic: | 4% 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: | Better than present minimum criteria [7] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 31000 | 93.0 |
August 2015 | Good | Very Good | Very Good | Very Good | 31000 | 93.0 |
August 2013 | Fair | Good | Satisfactory | Good | 31000 | 93.0 |
August 2011 | Good | Good | Good | Good | 31000 | 93.0 |
September 2009 | Fair | Good | Satisfactory | Good | 31000 | 93.0 |
November 2007 | Poor | Poor | Satisfactory | Good | 31000 | 89.9 |
January 2006 | Poor | Poor | Good | Good | 31000 | 89.9 |
October 2003 | Good | Good | Good | Good | 31000 | 93.0 |
November 2001 | Good | Good | Good | Good | 31000 | 93.0 |
August 1995 | Good | Good | Very Good | Very Good | 31000 | 95.6 |
October 1991 | Good | Good | Very Good | Very Good | 31000 | 95.6 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 698 | 697 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,860 | 7,860 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 7,860 | 7,860 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 29 | 28 | 0 | 1 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 16 | 16 | 0 | 0 | 0 |
Compression Joint | linear ft. | 100 | 96 | 0 | 4 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 1,396 | 1,391 | 5 | 0 | 0 |