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NORTHGATE BLVD over NATOMAS E MAIN DRN CANAL
Map
Coordinates:
+38.60418, -121.47535
38°36'15" N, 121°28'31" W
+38.60418, -121.47535
38°36'15" N, 121°28'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NORTHGATE BLVD over NATOMAS E MAIN DRN CANAL |
| Structure number: | 24C0099 |
| Location: | 0.1 MI S OF GARDEN HWY |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 274.9 ft. [83.8 m] |
| Roadway width between curbs: | 68.9 ft. [21.0 m] |
| Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
| Skew angle: | 18° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1970 |
| Year reconstructed: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 7 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,224 [as of 2004] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 54.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Fair | Fair | Good | 21224 | 54.7 |
| October 2015 | Good | Good | Good | Very Good | 21224 | 67.3 |
| January 2014 | Fair | Fair | Good | Good | 21224 | 66.2 |
| February 2010 | Good | Good | Good | Good | 17224 | 89.7 |
| November 2007 | Good | Good | Good | Good | 17224 | 89.7 |
| July 2006 | Good | Good | Good | Good | 17224 | 89.7 |
| July 2004 | Fair | Satisfactory | Good | Good | 17224 | 78.0 |
| November 2003 | Fair | Satisfactory | Good | Good | 17224 | 78.0 |
| April 2002 | Fair | Satisfactory | Good | Good | 17224 | 78.0 |
| March 1999 | Fair | Satisfactory | Good | Good | 8600 | 97.0 |
| December 1994 | Good | Good | Good | Good | 8600 | 97.0 |
| January 1993 | Good | Good | Good | Good | 8600 | 97.0 |
| April 1990 | Good | Good | Good | Good | 8600 | 97.0 |
© 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/1044038
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1044038