Share:

BEAL CITY ROAD over JORDAN CREEK

Isabella County, Michigan

Map

Coordinates:
+43.66982, -84.68312
43°40'11" N, 84°40'59" W

View more info at Bridgehunter.com

Facts

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

Name:	BEAL CITY ROAD over JORDAN CREEK
Structure number:	000000000004346
Old structure number:	37306H00002B010 `(from 1992 edition)`
Location:	SEC 21-28 DENVER TWP
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	69.6 ft. `[21.2 m]`
Total length:	70.9 ft. `[21.6 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	95 `[as of 2005]`
Deck condition:	Good `[7 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]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	100.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$300,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Very Good	Very Good	95	100.0
May 2015	Good	Good	Very Good	Very Good	95	100.0
May 2013	Good	Very Good	Very Good	Very Good	95	100.0
May 2011	Good	Very Good	Very Good	Very Good	95	100.0
June 2009	Good	Very Good	Very Good	Very Good	95	100.0
September 2007	Good	Excellent	Excellent	Excellent	95	100.0
May 2006	Poor	Fair	Critical	Poor	99	25.3
June 2004	Poor	Fair	Serious	Poor	99	25.3
April 2002	Poor	Satisfactory	Poor	Poor	95	30.8
April 2000	Poor	Fair	Serious	Poor	90	25.3
May 1998	Poor	Satisfactory	Poor	Poor	90	33.3
July 1996	Fair	Good	Fair	Fair	83	41.0
July 1994	Fair	Good	Fair	Fair	83	47.8
June 1992	Fair	Good	Satisfactory	Satisfactory	175	47.2
March 1990	Good	Very Good	Good	Good	175	47.2

© 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/1251200