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ROUTE 232 over ANDROSCOGGIN RIVER

Oxford County, Maine

Map

Coordinates:
+44.50096, -70.67340
44°30'03" N, 70°40'24" W

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Facts

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

Name:	ROUTE 232 over ANDROSCOGGIN RIVER
Structure number:	3248
Location:	.1 MI SO US 2
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	191.9 ft. `[58.5 m]`
Total length:	504.9 ft. `[153.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	2015
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,517 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 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 desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	94.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Very Good	Very Good	Very Good	1517	94.5
January 2016	Good	Excellent	Excellent	Excellent	1470	97.5
October 2014	Poor	Poor	Fair	Fair	1220	50.3
November 2013	Poor	Poor	Fair	Fair	1488	49.8
October 2011	Poor	Poor	Fair	Fair	1470	49.8
August 2010	Poor	Poor	Fair	Fair	1553	49.7
November 2009	Poor	Poor	Fair	Fair	1535	49.7
March 2008	Poor	Poor	Fair	Fair	1563	49.6
January 2006	Poor	Poor	Fair	Satisfactory	2506	45.7
September 2003	Fair	Fair	Fair	Satisfactory	2461	47.7
September 2001	Fair	Fair	Fair	Good	2172	48.2
November 1999	Fair	Fair	Satisfactory	Good	2140	60.0
August 1997	Fair	Satisfactory	Satisfactory	Very Good	1526	64.1
September 1995	Fair	Satisfactory	Satisfactory	Very Good	1483	63.7
August 1993	Fair	Satisfactory	Satisfactory	Very Good	1553	63.5
May 1991	Fair	Satisfactory	Satisfactory	Very Good	1520	57.7

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.	2,525	2,525	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	17,842	16,141	1,700	1	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	80	76	4	0	0
Reinforced Concrete Abutment	linear ft.	82	78	4	0	0
Reinforced Concrete Pier Cap	linear ft.	80	76	4	0	0
Joints
Strip Seal Joint	linear ft.	71	66	5	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,010	1,010	0	0	0
Steel Protective Coating	sq. ft.	1,010	1,010	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1246044