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INTERSTATE 805 SB over INTERSTATE 15
Map
Coordinates:
+32.73195, -117.11163
32°43'55" N, 117°06'42" W
+32.73195, -117.11163
32°43'55" N, 117°06'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | INTERSTATE 805 SB over INTERSTATE 15 |
| Structure number: | 57 0611L |
| Location: | 11-SD-805-14.59-SD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 155.8 ft. [47.5 m] |
| Total length: | 483.0 ft. [147.2 m] |
| Roadway width between curbs: | 78.1 ft. [23.8 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 83,500 [as of 2009] |
| Truck traffic: | 6% 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: | Equal to present minimum criteria [6] |
| 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: | 83.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2016 | Good | Good | Good | Good | 83500 | 83.0 |
| October 2014 | Good | Very Good | Good | Very Good | 83500 | 83.0 |
| November 2012 | Good | Good | Good | Good | 83500 | 83.0 |
| December 2010 | Fair | Fair | Good | Good | 112000 | 82.0 |
| October 2008 | Fair | Fair | Good | Good | 115000 | 82.0 |
| November 2006 | Fair | Fair | Good | Good | 115000 | 82.0 |
| November 2004 | Fair | Fair | Good | Good | 115000 | 82.0 |
| November 2002 | Fair | Fair | Good | Good | 108500 | 82.0 |
| October 2000 | Fair | Fair | Good | Good | 98800 | 82.0 |
| November 1998 | Fair | Fair | Good | Good | 98800 | 82.0 |
| October 1996 | Good | Very Good | Very Good | Very Good | 89000 | 83.0 |
| December 1994 | Good | Very Good | Very Good | Very Good | 89000 | 83.0 |
| September 1990 | Good | Very Good | Very Good | Very Good | 87000 | 83.0 |
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. | 48 | 48 | 0 | 0 | 0 |
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 99 | 94 | 5 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 3,591 | 3,591 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 75 | 75 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 3,425 | 3,425 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 135 | 130 | 5 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 294 | 294 | 0 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1061889
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1061889