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WINSLOW MILLS RD over MEDOMAK RIVER

Lincoln County, Maine

Map

Coordinates:
+44.12063, -69.40898
44°07'14" N, 69°24'32" W

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Facts

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

Name:	WINSLOW MILLS RD over MEDOMAK RIVER
Structure number:	5078
Location:	0.1 MI E JCT RTE 32
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	83.0 ft. `[25.3 m]`
Total length:	85.0 ft. `[25.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1922
Year reconstructed:	2018
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	330 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	89.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Good	Excellent	Excellent	Very Good	330	89.9
September 2016	Poor	Poor	Poor	Satisfactory	294	41.9
October 2014	Poor	Poor	Poor	Satisfactory	286	42.2
April 2013	Poor	Poor	Poor	Satisfactory	275	42.2
October 2012	Poor	Poor	Poor	Satisfactory	275	50.9
August 2011	Poor	Poor	Poor	Satisfactory	273	50.9
November 2010	Poor	Poor	Poor	Satisfactory	280	50.9
September 2009	Poor	Poor	Poor	Satisfactory	270	50.9
June 2007	Poor	Poor	Poor	Satisfactory	280	50.9
February 2006	Poor	Serious	Serious	Satisfactory	270	33.7
June 2003	Poor	Serious	Serious	Satisfactory	270	33.7
June 2001	Poor	Serious	Serious	Poor	328	33.7
November 1999	Poor	Serious	Serious	Poor	317	33.7
June 1997	Poor	Serious	Serious	Fair	380	33.6
June 1995	Poor	Serious	Serious	Fair	371	33.6
May 1993	Poor	Serious	Poor	Fair	358	47.8
May 1991	Poor	Serious	Poor	Fair	356	49.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	332	332	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,241	2,241	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	1	1	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	166	166	0	0	0
Steel Protective Coating	sq. ft.	166	166	0	0	0

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