MARYSVILLE BLVD over ARCADE CREEK
Map
Coordinates:
+38.62727, -121.4321738°37'38" N, 121°25'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MARYSVILLE BLVD over ARCADE CREEK |
Structure number: | 24C0253 |
Location: | 0.25 MI N ARCADE BLVD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 75.8 ft. [23.1 m] |
Skew angle: | 16° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1967 |
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: | 4 |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,082 [as of 2015] |
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: | Better than present minimum criteria [7] |
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: | 94.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 16082 | 94.2 |
January 2014 | Fair | Satisfactory | Good | Good | 26160 | 91.9 |
March 2012 | Fair | Satisfactory | Good | Good | 26160 | 91.9 |
February 2010 | Poor | Poor | Satisfactory | Good | 22160 | 89.6 |
November 2007 | Poor | Poor | Satisfactory | Good | 22160 | 89.6 |
July 2006 | Poor | Poor | Satisfactory | Good | 22160 | 89.6 |
November 2003 | Poor | Poor | Satisfactory | Good | 22160 | 89.6 |
February 2002 | Poor | Serious | Satisfactory | Good | 22160 | 87.5 |
April 1999 | Good | Good | Good | Good | 11950 | 95.2 |
December 1994 | Fair | Fair | Good | Good | 11950 | 94.3 |
December 1992 | Fair | Fair | Good | Good | 11950 | 94.3 |
May 1990 | Fair | Fair | Good | Good | 11950 | 94.3 |