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ENDICOTT/4000 over REBEL FLAT CREEK

Whitman County, Washington

Map

Coordinates:
+46.89035, -117.44767
46°53'25" N, 117°26'52" W

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Facts

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

Name:	ENDICOTT/4000 over REBEL FLAT CREEK
Structure number:	080632000000000
Location:	27.79 MI E ADAMS CNTY LNE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 13.5 / HS 15 `[3]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	672 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	56.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,277,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Fair	Satisfactory	672	56.3
December 2015	Fair	Satisfactory	Fair	Satisfactory	672	58.5
December 2013	Fair	Satisfactory	Fair	Satisfactory	672	58.5
December 2011	Fair	Satisfactory	Fair	Satisfactory	672	58.5
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	672	69.1
December 2007	Fair	Satisfactory	Satisfactory	Satisfactory	521	69.7
January 2006	Fair	Satisfactory	Satisfactory	Satisfactory	521	72.7
December 2003	Fair	Satisfactory	Satisfactory	Satisfactory	521	72.7
January 2002	Fair	Good	Satisfactory	Good	521	72.7
October 1998	Fair	Very Good	Satisfactory	Good	521	72.7
December 1997	Fair	Very Good	Satisfactory	Good	521	74.6
December 1996	Fair	Very Good	Satisfactory	Very Good	521	92.2
November 1995	Fair	Very Good	Satisfactory	Very Good	521	92.2
November 1994	Good	Very Good	Good	Very Good	362	92.3
November 1993	Good	Very Good	Good	Very Good	362	92.3
December 1992	Good	Very Good	Good	Very Good	362	92.3
November 1991	Good	Very Good	Good	Very Good	362	92.3

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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