ROUTE 17 & 32 over EAST BRANCH SHEEPSCOT
Map
Coordinates:
+44.25823, -69.5537444°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 |