Share: 
W94-S805 CONNECTOR over INTERSTATE 805
Map
Coordinates:
+32.71994, -117.10275
32°43'12" N, 117°06'10" W
+32.71994, -117.10275
32°43'12" N, 117°06'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | W94-S805 CONNECTOR over INTERSTATE 805 |
| Structure number: | 57 0666F |
| Location: | 11-SD-094-4.07-SD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 165.0 ft. [50.3 m] |
| Total length: | 310.1 ft. [94.5 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1974 |
| 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: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,100 [as of 2009] |
| 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: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 96.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2016 | Good | Good | Good | Good | 12100 | 96.9 |
| December 2014 | Good | Good | Very Good | Good | 12100 | 97.9 |
| December 2012 | Fair | Satisfactory | Very Good | Satisfactory | 12100 | 97.9 |
| March 2011 | Fair | Satisfactory | Very Good | Satisfactory | 23100 | 96.8 |
| January 2009 | Good | Good | Very Good | Good | 14100 | 97.7 |
| January 2007 | Good | Good | Very Good | Good | 14100 | 97.7 |
| March 2005 | Fair | Satisfactory | Very Good | Good | 14600 | 98.6 |
| January 2003 | Fair | Satisfactory | Very Good | Good | 14600 | 98.6 |
| December 2001 | Fair | Satisfactory | Very Good | Satisfactory | 14600 | 98.6 |
| February 1995 | Good | Good | Very Good | Good | 14600 | 98.6 |
| February 1993 | Good | Good | Very Good | Very Good | 14600 | 98.9 |
| December 1990 | Good | Good | Very Good | Very Good | 14600 | 98.9 |
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. | 95 | 95 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,210 | 1,145 | 65 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 26 | 22 | 4 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 26 | 26 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 189 | 189 | 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/1061950
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1061950