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NORWOOD AVE over INTERSTATE 80
Map
Coordinates:
+38.64165, -121.45691
38°38'30" N, 121°27'25" W
+38.64165, -121.45691
38°38'30" N, 121°27'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NORWOOD AVE over INTERSTATE 80 |
| Structure number: | 24 0108 |
| Location: | 03-SAC-080-M6.12-SAC |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 94.2 ft. [28.7 m] |
| Total length: | 191.0 ft. [58.2 m] |
| Roadway width between curbs: | 64.0 ft. [19.5 m] |
| Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 2° |
| 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] |
| 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: January 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,000 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 91.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2015 | Good | Good | Very Good | Good | 17000 | 91.9 |
| March 2011 | Good | Good | Very Good | Good | 17000 | 91.9 |
| February 2007 | Good | Good | Very Good | Good | 14925 | 92.4 |
| February 2005 | Good | Good | Very Good | Good | 14925 | 92.4 |
| January 2003 | Good | Good | Very Good | Good | 14925 | 92.4 |
| January 2001 | Good | Good | Very Good | Good | 14925 | 92.4 |
| July 1996 | Good | Good | Very Good | Good | 14925 | 92.4 |
| July 1994 | Good | Very Good | Very Good | Very Good | 14925 | 92.6 |
| September 1992 | Good | Very Good | Very Good | Very Good | 14925 | 92.6 |
| November 1990 | Good | Very Good | Very Good | Very Good | 14925 | 92.6 |
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 | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 58 | 58 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,350 | 350 | 1,000 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 1,215 | 1,215 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 46 | 36 | 10 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 140 | 140 | 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/1043750
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1043750