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IN PERU = N. MAIN over ANDROSCOGGIN RIVER

Oxford County, Maine

Map

Coordinates:
+44.53000, -70.46420
44°31'48" N, 70°27'51" W

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Facts

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

Name:	IN PERU = N. MAIN over ANDROSCOGGIN RIVER
Structure number:	2019
Location:	150 FT S'LY OF JCT US2
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	230.0 ft. `[70.1 m]`
Total length:	600.1 ft. `[182.9 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	43.3 ft. `[13.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2018
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	5,270 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Fair `[5 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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	6.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$999,999,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2015	Poor	Fair	Poor	Fair	5270	6.0
August 2014	Poor	Fair	Poor	Fair	5918	6.0
December 2013	Poor	Fair	Poor	Fair	5819	6.0
August 2012	Poor	Fair	Poor	Fair	5819	6.0
August 2010	Poor	Fair	Poor	Satisfactory	6442	11.4
December 2009	Poor	Fair	Poor	Satisfactory	6366	11.4
August 2007	Poor	Fair	Poor	Satisfactory	5321	11.4
June 2005	Fair	Fair	Satisfactory	Satisfactory	5794	43.1
September 2003	Fair	Fair	Good	Satisfactory	5692	43.0
June 2001	Fair	Fair	Good	Fair	5314	30.6
October 1999	Fair	Satisfactory	Good	Fair	5236	32.2
September 1997	Fair	Good	Good	Satisfactory	5087	42.7
August 1995	Fair	Good	Good	Satisfactory	4943	45.4
January 1994	Fair	Good	Satisfactory	Satisfactory	4633	48.1
November 1991	Fair	Good	Satisfactory	Satisfactory	4663	57.5

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.	3,000	3,000	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	25,950	25,950	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	88	88	0	0	0
Reinforced Concrete Abutment	linear ft.	89	89	0	0	0
Joints
Open Joint	linear ft.	87	87	0	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,200	1,200	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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