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KIMBERLY ROAD over PRESQUE ISLE RIVER

Gogebic County, Michigan

Map

Coordinates:
+46.37647, -89.68904
46°22'35" N, 89°41'21" W

Facts

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

Name:	KIMBERLY ROAD over PRESQUE ISLE RIVER
Structure number:	000000000003017
Old structure number:	27304B00010B010 `(from 1992 edition)`
Location:	SEC 6-21 MARENISCO TWP
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1983
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	164 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$950,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Good	Satisfactory	164	100.0
September 2016	Fair	Satisfactory	Satisfactory	Satisfactory	164	100.0
September 2014	Fair	Satisfactory	Satisfactory	Satisfactory	164	100.0
September 2012	Fair	Satisfactory	Satisfactory	Satisfactory	164	100.0
September 2010	Fair	Good	Satisfactory	Satisfactory	164	100.0
September 2008	Fair	Good	Satisfactory	Satisfactory	164	100.0
October 2006	Fair	Good	Satisfactory	Satisfactory	164	100.0
November 2004	Fair	Good	Satisfactory	Good	164	100.0
October 2002	Good	Good	Good	Very Good	164	100.0
October 2000	Good	Good	Good	Good	164	100.0
October 1998	Good	Very Good	Very Good	Very Good	164	81.5
September 1996	Good	Very Good	Very Good	Very Good	164	81.5
August 1994	Good	Very Good	Very Good	Very Good	164	93.7
September 1992	Good	Very Good	Very Good	Very Good	164	94.9
September 1990	Good	Very Good	Excellent	Excellent	164	94.9

© 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/1250045