HARTFORD STREET over ANDROSCOGGIN RIVER CANAL
Map
Coordinates:
+44.54581, -70.5443144°32'45" N, 70°32'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HARTFORD STREET over ANDROSCOGGIN RIVER CANAL |
Structure number: | 3638 |
Location: | 50 FT E OF JCT CANAL ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 173.9 ft. [53.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1942 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,264 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 72.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1264 | 72.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1264 | 72.9 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 84.3 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1032 | 84.3 |
October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1032 | 84.3 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1020 | 84.3 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1387 | 84.3 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1371 | 84.3 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1444 | 84.3 |
July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1751 | 84.3 |
December 2003 | Good | Good | Good | Good | 1720 | 68.3 |
September 2001 | Good | Very Good | Good | Good | 1606 | 57.0 |
December 1999 | Good | Excellent | Good | Good | 1582 | 57.0 |
June 1997 | Poor | Poor | Fair | Satisfactory | 1537 | 46.5 |
September 1995 | Poor | Poor | Fair | Good | 1494 | 46.7 |
October 1993 | Fair | Fair | Fair | Good | 2042 | 46.7 |
May 1992 | Fair | Fair | Fair | Good | 2012 | 46.3 |
July 1989 | Fair | Fair | Satisfactory | Good | 2055 | 62.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 6,786 | 0 | 6,786 | 0 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 174 | 9 | 165 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 39 | 34 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 78 | 0 | 78 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 348 | 348 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 348 | 348 | 0 | 0 | 0 |