N5-6TH AV OFF RAMP over N&S163-N5 CONN RAMPS
Map
Coordinates:
+32.72423, -117.1569832°43'27" N, 117°09'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N5-6TH AV OFF RAMP over N&S163-N5 CONN RAMPS |
Structure number: | 57 0397S |
Location: | 11-SD-005-R16.17-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 151.9 ft. [46.3 m] |
Total length: | 352.1 ft. [107.3 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | 3 |
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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,100 [as of 2008] |
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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 76.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,444,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 15100 | 76.2 |
November 2015 | Good | Very Good | Good | Very Good | 15100 | 76.2 |
November 2013 | Good | Good | Good | Good | 15100 | 76.2 |
December 2011 | Good | Good | Good | Good | 15100 | 76.2 |
December 2009 | Fair | Good | Fair | Good | 16000 | 64.6 |
February 2008 | Fair | Fair | Satisfactory | Good | 16000 | 75.0 |
March 2006 | Fair | Fair | Satisfactory | Good | 16000 | 75.0 |
October 2003 | Good | Good | Good | Good | 16000 | 76.0 |
October 2001 | Good | Good | Good | Good | 16000 | 76.0 |
November 1999 | Good | Good | Good | Good | 16000 | 75.0 |
December 1997 | Good | Good | Good | Good | 16000 | 75.0 |
August 1995 | Good | Good | Very Good | Very Good | 16000 | 77.4 |
November 1991 | Good | Good | Very Good | Very Good | 16000 | 77.4 |
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. | 107 | 97 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 860 | 860 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 860 | 860 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 32 | 32 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 14 | 14 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 107 | 107 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 107 | 103 | 0 | 4 | 0 |