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ROUTE 17 & 32 over EAST BRANCH SHEEPSCOT

Lincoln County, Maine

Map

Coordinates:
+44.25823, -69.55374
44°15'30" N, 69°33'13" W

Facts

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

Name:	ROUTE 17 & 32 over EAST BRANCH SHEEPSCOT
Structure number:	5953
Location:	.3 MI W 218
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	139.1 ft. `[42.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
Year reconstructed:	2014
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
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: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,490 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	60.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Good	Good	6490	60.2
April 2016	Fair	Satisfactory	Good	Good	6363	60.2
June 2014	Fair	Satisfactory	Good	Good	7045	81.0
May 2012	Fair	Satisfactory	Good	Good	7052	81.0
August 2010	Good	Good	Good	Good	6680	81.0
November 2008	Good	Good	Good	Good	6649	81.0
January 2007	Good	Good	Good	Good	6662	81.0
December 2004	Good	Good	Good	Good	7049	81.0
July 2002	Good	Good	Good	Good	7360	81.0
June 2000	Good	Good	Good	Good	6518	81.0
December 1998	Good	Good	Good	Good	6322	81.0
May 1996	Good	Good	Good	Good	6140	81.0
April 1994	Good	Good	Good	Good	5465	81.0
December 1992	Good	Very Good	Good	Good	4001	83.0
July 1990	Good	Very Good	Good	Good	4070	83.0

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.	695	695	0	0	0
Steel Protective Coating	sq. ft.	695	685	10	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,907	4,417	490	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	35	0	35	0	0
Reinforced Concrete Abutment	linear ft.	70	60	10	0	0
Joints
Pourable Joint	linear ft.	71	0	71	0	0
Bearings
Movable Bearing	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	10	0	0	10	0
Fixed Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	10	0	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	278	278	0	0	0
Steel Protective Coating	sq. ft.	278	278	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/1246898