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#219 over DEAD RV

Androscoggin County, Maine

Map

Coordinates:
+44.34547, -70.14989
44°20'44" N, 70°08'60" W

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Facts

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

Name:	#219 over DEAD RV
Structure number:	2290
Location:	.2 MI W #106
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	222.5 ft. `[67.8 m]`
Roadway width between curbs:	33.5 ft. `[10.2 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,832 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	89.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Very Good	Good	Good	2832	89.4
August 2016	Good	Very Good	Good	Very Good	2744	89.6
December 2015	Good	Very Good	Good	Very Good	2659	89.8
November 2014	Good	Very Good	Good	Very Good	2560	90.1
June 2013	Good	Very Good	Good	Very Good	2570	90.1
July 2012	Good	Very Good	Good	Very Good	2570	90.1
January 2011	Good	Very Good	Good	Very Good	2602	90.0
April 2009	Good	Very Good	Very Good	Very Good	2618	90.0
September 2008	Good	Very Good	Very Good	Very Good	2903	89.1
January 2007	Good	Very Good	Very Good	Very Good	2980	88.9
July 2004	Poor	Fair	Fair	Poor	3070	23.5
November 2002	Poor	Fair	Fair	Poor	2740	23.5
May 2000	Fair	Fair	Fair	Fair	2609	39.4
August 1998	Fair	Fair	Fair	Fair	2570	39.4
February 1997	Fair	Fair	Satisfactory	Fair	2370	39.4
June 1994	Fair	Good	Satisfactory	Good	2280	55.7
January 1993	Good	Good	Good	Good	2330	55.7
January 1991	Good	Good	Good	Good	2153	57.0

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.	868	868	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,414	7,414	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	67	67	0	0	0
Steel Pile	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	628	628	0	0	0
Reinforced Concrete Pier Cap	linear ft.	36	36	0	0	0
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	426	426	0	0	0
Steel Protective Coating	sq. ft.	1,704	1,704	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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