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BUCKEYE ROAD over LAIRD CREEK

Hillsdale County, Michigan

Map

Coordinates:
+41.72417, -84.50062
41°43'27" N, 84°30'02" W

Facts

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

Name:	BUCKEYE ROAD over LAIRD CREEK
Structure number:	000000000003322
Old structure number:	30313H00003B010 `(from 1992 edition)`
Location:	0.2 MI W OF GILBERT RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	35.8 ft. `[10.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Skew angle:	27°
Owner:	County Highway Agency `[02]`
Year built:	1990
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 Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	55 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	83.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Good	55	83.7
November 2016	Fair	Satisfactory	Fair	Very Good	55	83.3
November 2014	Fair	Satisfactory	Fair	Very Good	55	83.3
November 2012	Fair	Good	Fair	Very Good	57	83.3
November 2010	Fair	Good	Fair	Very Good	57	83.3
November 2008	Fair	Very Good	Satisfactory	Very Good	57	94.3
November 2006	Good	Very Good	Good	Very Good	57	94.3
January 2005	Good	Very Good	Good	Very Good	50	95.0
October 2002	Good	Very Good	Good	Very Good	65	95.0
October 2000	Good	Very Good	Good	Very Good	55	95.0
November 1998	Good	Very Good	Good	Very Good	55	100.0
November 1996	Good	Very Good	Very Good	Very Good	50	95.0
November 1994	Good	Very Good	Very Good	Very Good	50	95.0
November 1992	Good	Very Good	Very Good	Very Good	50	95.0
November 1990	Good	Very Good	Very Good	Very Good	66	95.0

© 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/1250320