ALBION RD over WILSON BROOK
Map
Coordinates:
+44.55243, -69.5356144°33'09" N, 69°32'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ALBION RD over WILSON BROOK |
Structure number: | 3938 |
Location: | 0.4 MI E JCT ABBOTT RD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 843 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 87.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 843 | 87.7 |
June 2016 | Good | Good | Good | Good | 817 | 87.7 |
May 2014 | Good | Good | Good | Good | 974 | 90.3 |
May 2013 | Good | Good | Good | Good | 970 | 81.7 |
May 2012 | Good | Good | Good | Good | 970 | 81.7 |
August 2011 | Good | Good | Good | Good | 980 | 79.7 |
May 2010 | Good | Good | Good | Good | 1040 | 79.7 |
May 2009 | Good | Good | Good | Good | 1028 | 79.7 |
June 2008 | Good | Good | Good | Good | 982 | 79.7 |
January 2007 | Good | Good | Good | Very Good | 1000 | 79.7 |
October 2004 | Good | Good | Good | Very Good | 1300 | 79.3 |
July 2002 | Good | Good | Good | Very Good | 1120 | 79.4 |
October 2000 | Good | Good | Good | Very Good | 1093 | 79.4 |
August 1998 | Good | Good | Good | Good | 1064 | 79.4 |
September 1996 | Good | Good | Good | Very Good | 1020 | 79.4 |
February 1995 | Good | Good | Very Good | Very Good | 987 | 79.3 |
December 1992 | Good | Good | Very Good | Very Good | 946 | 79.4 |
November 1990 | Good | Good | Very Good | Very Good | 962 | 73.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 64 | 64 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 736 | 736 | 0 | 0 | 0 |