Share: 
S5-N99 CONNECTOR over INTERSTATE 5
Map
Coordinates:
+38.66938, -121.54364
38°40'10" N, 121°32'37" W
+38.66938, -121.54364
38°40'10" N, 121°32'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S5-N99 CONNECTOR over INTERSTATE 5 |
| Structure number: | 24 0353F |
| Location: | 03-SAC-005-30.11-SAC |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 178.2 ft. [54.3 m] |
| Total length: | 324.2 ft. [98.8 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1987 |
| 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 - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,000 [as of 2010] |
| Truck traffic: | 12% 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 minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Good | Good | Good | Good | 4000 | 97.6 |
| January 2015 | Good | Good | Good | Good | 4000 | 97.6 |
| January 2013 | Good | Good | Good | Good | 4000 | 97.6 |
| March 2011 | Good | Good | Good | Good | 4000 | 97.6 |
| January 2009 | Poor | Poor | Good | Good | 4000 | 94.6 |
| January 2007 | Poor | Poor | Good | Good | 4000 | 94.6 |
| May 2005 | Fair | Satisfactory | Good | Good | 4000 | 97.6 |
| March 2003 | Fair | Satisfactory | Good | Good | 2100 | 97.8 |
| April 2001 | Fair | Satisfactory | Good | Good | 2100 | 97.8 |
| May 1996 | Good | Good | Good | Good | 2100 | 97.8 |
| March 1994 | Good | Good | Very Good | Very Good | 2100 | 97.8 |
| May 1992 | Good | Good | Very Good | Very Good | - | 98.0 |
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 | ||||||
| Reinforced Concrete Closed Web/Box Girder | linear ft. | 99 | 99 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 899 | 899 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 800 | 800 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 1 | 0 | 1 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 60 | 54 | 6 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 18 | 18 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 198 | 198 | 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/1043971
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1043971