H STREET over AMERICAN RIVER
Map
Coordinates:
+38.56861, -121.4240438°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 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 36,719 [as of 2005] |
Truck traffic: | 10% 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: | 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: | 58.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 36719 | 58.0 |
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 |