BELL AVE over MAGPIE CREEK
Map
Coordinates:
+38.64757, -121.4543238°38'51" N, 121°27'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BELL AVE over MAGPIE CREEK |
Structure number: | 24C0135 |
Location: | 0.1 MI E OF NORWOOD AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 45.9 ft. [14.0 m] |
Deck width edge-to-edge: | 52.8 ft. [16.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1941 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2002] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 2500 | 74.6 |
January 2016 | Fair | Satisfactory | Good | Good | 2500 | 74.6 |
February 2014 | Fair | Satisfactory | Good | Good | 2500 | 74.6 |
January 2012 | Fair | Satisfactory | Good | Good | 2500 | 74.6 |
March 2010 | Good | Good | Good | Good | 2500 | 88.3 |
January 2008 | Good | Good | Good | Good | 2500 | 88.3 |
January 2004 | Good | Good | Good | Good | 2500 | 88.3 |
June 2002 | Fair | Satisfactory | Good | Good | 2500 | 88.3 |
August 1998 | Fair | Satisfactory | Good | Good | 500 | 88.5 |
June 1995 | Good | Good | Good | Good | 500 | 88.2 |
September 1992 | Good | Good | Good | Good | 500 | 83.5 |
April 1990 | Good | Good | Good | Good | 500 | 83.5 |