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ROUTE 126 over SHEEPSCOT RIVER

Lincoln County, Maine

Map

Coordinates:
+44.22278, -69.59367
44°13'22" N, 69°35'37" W

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Facts

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

Name:	ROUTE 126 over SHEEPSCOT RIVER
Structure number:	2650
Location:	2 MI W TOWNLINE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	74.2 ft. `[22.6 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1935
Year reconstructed:	2010
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
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: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,241 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	12.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Fair	Fair	Satisfactory	2241	12.0
July 2016	Fair	Fair	Fair	Satisfactory	2197	12.0
July 2014	Fair	Fair	Fair	Satisfactory	2193	19.4
April 2013	Fair	Fair	Fair	Satisfactory	2195	19.4
December 2011	Fair	Fair	Fair	Satisfactory	2182	59.7
April 2010	Fair	Fair	Fair	Satisfactory	2240	59.7
June 2009	Poor	Poor	Poor	Satisfactory	2339	40.2
August 2008	Poor	Poor	Poor	Satisfactory	2420	40.1
November 2006	Poor	Poor	Poor	Satisfactory	1991	40.7
December 2004	Fair	Fair	Fair	Satisfactory	1958	44.1
September 2002	Fair	Fair	Fair	Satisfactory	2143	43.8
November 2000	Poor	Poor	Fair	Satisfactory	2025	41.8
December 1998	Poor	Poor	Fair	Fair	1964	41.9
May 1996	Fair	Fair	Fair	Fair	1600	44.6
August 1994	Fair	Fair	Fair	Satisfactory	1609	44.5
December 1992	Fair	Fair	Fair	Satisfactory	1533	44.6
July 1990	Fair	Fair	Fair	Satisfactory	1560	50.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	51	0	49	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	148	53	70	25	0
Deck
Reinforced Concrete Slab	sq. ft.	1,887	0	1,637	250	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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