Share:

X AVENUE over LITTLE PORTAGE CREEK

Kalamazoo County, Michigan

Map

Coordinates:
+42.10047, -85.37467
42°06'02" N, 85°22'29" W

Facts

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

Name:	X AVENUE over LITTLE PORTAGE CREEK
Structure number:	000000000004659
Old structure number:	39316H00009B010 `(from 1992 edition)`
Location:	1 MI S,1.1 MI W OF FULTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	32.8 ft. `[10.0 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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: March 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	163 `[as of 2007]`
Truck traffic:	4% 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Good	Good	Good	Good	163	100.0
March 2016	Good	Good	Good	Good	163	100.0
March 2014	Good	Good	Good	Good	163	100.0
March 2012	Good	Good	Good	Good	163	100.0
March 2010	Good	Good	Very Good	Good	163	100.0
March 2008	Good	Very Good	Very Good	Very Good	163	100.0
March 2006	Good	Very Good	Very Good	Very Good	152	100.0
March 2004	Good	Very Good	Very Good	Very Good	206	99.9
March 2002	Good	Very Good	Very Good	Very Good	203	99.9
March 2000	Good	Excellent	Excellent	Excellent	165	99.9
March 1998	Good	Excellent	Excellent	Excellent	165	99.9
January 1997	Poor	-	-	Poor	141	14.2
March 1995	Poor	-	-	Poor	141	14.3
March 1994	Poor	-	-	Poor	141	14.3
May 1993	Poor	Critical	Serious	Poor	141	20.1
March 1992	Poor	Serious	Serious	Poor	141	20.4
April 1991	Poor	Serious	Serious	Poor	73	23.3

© 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/1251518