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ROSEBUSH ROAD over NORTH BR SALT RIVER

Isabella County, Michigan

Map

Coordinates:
+43.69883, -84.65824
43°41'56" N, 84°39'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	ROSEBUSH ROAD over NORTH BR SALT RIVER
Structure number:	000000000004287
Old structure number:	37200022000B150 `(from 1992 edition)`
Location:	0.5M E NWCOR SEC15 DENV
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	83.7 ft. `[25.5 m]`
Total length:	85.0 ft. `[25.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	2017
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	21
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	885 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	99.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Very Good	Very Good	Very Good	885	99.5
April 2016	Poor	Poor	Serious	Fair	1740	33.5
April 2015	Poor	Poor	Serious	Fair	798	39.3
May 2013	Poor	Poor	Serious	Fair	638	45.4
May 2012	Poor	Poor	Serious	Fair	638	45.4
May 2011	Poor	Poor	Serious	Fair	638	45.4
May 2009	Poor	Poor	Serious	Fair	638	46.1
June 2008	Poor	Fair	Serious	Satisfactory	800	48.0
July 2006	Poor	Fair	Poor	Satisfactory	800	67.5
June 2004	Fair	Satisfactory	Fair	Satisfactory	800	85.9
July 2002	Fair	Satisfactory	Fair	Satisfactory	800	88.9
July 2000	Fair	Satisfactory	Satisfactory	Satisfactory	788	96.9
July 1998	Fair	Satisfactory	Satisfactory	Satisfactory	788	96.9
July 1996	Fair	Good	Satisfactory	Satisfactory	425	90.7
July 1994	Fair	Good	Satisfactory	Good	425	93.5
June 1992	Fair	Good	Satisfactory	Very Good	425	93.5
March 1990	Good	Good	Very Good	Very Good	425	93.5

© Copyright 2012-20, 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/1251136