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H STREET over AMERICAN RIVER
Map
Coordinates:
+38.56861, -121.42404
38°34'07" N, 121°25'27" W
+38.56861, -121.42404
38°34'07" N, 121°25'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | H STREET over AMERICAN RIVER |
| Structure number: | 24C0076 |
| Location: | 0.4 MI E OF CARLSON DR |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 166.0 ft. [50.6 m] |
| Total length: | 965.9 ft. [294.4 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1932 |
| Year reconstructed: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,719 [as of 2005] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 59.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $7,281,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2016 | Fair | Satisfactory | Very Good | Good | 36719 | 59.0 |
| April 2014 | Fair | Satisfactory | Very Good | Good | 36719 | 59.0 |
| March 2012 | Fair | Satisfactory | Very Good | Good | 36719 | 58.0 |
| June 2010 | Fair | Satisfactory | Very Good | Good | 29345 | 58.8 |
| January 2009 | Fair | Satisfactory | Good | Good | 50000 | 58.0 |
| July 2006 | Fair | Satisfactory | Good | Good | 50000 | 58.0 |
| March 2004 | Fair | Satisfactory | Good | Good | 50000 | 58.0 |
| February 2002 | Good | Good | Good | Good | 50000 | 58.0 |
| July 1998 | Good | Good | Good | Good | 50000 | 58.0 |
| December 1992 | Fair | Satisfactory | Satisfactory | Good | 50000 | 58.0 |
| May 1990 | Poor | Poor | Serious | Serious | 45800 | 4.0 |
© 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/1044020
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1044020