MCMANAMON RD over POTHOLES EAST CANAL

Map

Coordinates:
+46.85326, -119.17512
46°51'12" N, 119°10'30" W

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

Name:	MCMANAMON RD over POTHOLES EAST CANAL
Structure number:	082589000000000
Location:	00.90 MI N LEE RD
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	145.0 ft. `[44.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	24°
Owner:	County Highway Agency `[02]`
Year built:	1951
Year reconstructed:	1970
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	1,001 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	20.9 tons `[19.0 metric tons]`
Inventory rating:	13.0 tons `[11.8 metric tons]`
Sufficiency rating:	9.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,712,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
November 2016	9.5	Poor	Poor	Poor	Fair	SD	1001
November 2015	9.5	Poor	Poor	Poor	Fair	SD	1001
November 2014	9.5	Poor	Poor	Poor	Fair	SD	1001
November 2013	9.5	Poor	Poor	Poor	Fair	SD	1001
November 2012	9.5	Poor	Poor	Poor	Fair	SD	1001
November 2011	9.5	Poor	Poor	Poor	Fair	SD	1001
May 2010	36.8	Poor	Fair	Poor	Satisfactory	SD	1001
March 2008	32.5	Poor	Fair	Poor	Satisfactory	SD	1001
June 2007	45.9	Poor	Fair	Poor	Satisfactory	SD	402
December 2005	45.9	Poor	Fair	Poor	Satisfactory	SD	402
December 2004	59.6	Fair	Fair	Fair	Satisfactory	FO	402
December 2003	59.6	Fair	Fair	Fair	Satisfactory	FO	402
January 2003	59.6	Fair	Fair	Fair	Satisfactory	FO	402
May 2001	57.9	Fair	Fair	Fair	Satisfactory	FO	560
November 1999	55.8	Fair	Fair	Fair	Satisfactory	FO	560
December 1998	58.9	Fair	Fair	Fair	Satisfactory	-	560
October 1997	58.9	Fair	Fair	Fair	Satisfactory	-	560
March 1996	58.9	Fair	Fair	Fair	Satisfactory	-	560
January 1994	81.0	Fair	Satisfactory	Satisfactory	Good	-	560
March 1992	82.0	Fair	Satisfactory	Good	Good	-	560