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MARYSVILLE BLVD over ARCADE CREEK

Sacramento County, California

Map

Coordinates:
+38.62727, -121.43217
38°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

© 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/1044147