NORWOOD AVE over INTERSTATE 80
Map
Coordinates:
+38.64165, -121.4569138°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: | 100.1 ft. [30.5 m] |
Total length: | 195.2 ft. [59.5 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, 2019 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 | 51 | 0 | 7 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,380 | 1,240 | 2 | 138 | 0 |
Concrete Protective Coating | sq. ft. | 1,160 | 1,160 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 60 | 10 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 120 | 118 | 0 | 2 | 0 |