HWY COHANNET ST over WATER THREE MILE RIVER
Map
Coordinates:
+41.88591, -71.1340641°53'09" N, 71°08'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY COHANNET ST over WATER THREE MILE RIVER |
Structure number: | T01027ALCMUNNBI |
Location: | JUST S OF JCT RTE 44 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 62.7 ft. [19.1 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2004 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 905 [as of 2017] |
Truck traffic: | 6% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 82.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $1,366,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Very Good | 905 | 82.9 |
February 2015 | Good | Excellent | Excellent | Excellent | 1300 | 82.9 |
February 2013 | Good | Excellent | Excellent | Excellent | 1300 | 82.9 |
February 2011 | Good | Excellent | Excellent | Excellent | 1300 | 82.9 |
February 2009 | Good | Excellent | Excellent | Excellent | 1300 | 82.9 |
February 2007 | Good | Excellent | Excellent | Excellent | 900 | 82.9 |
September 2005 | Good | Excellent | Excellent | Excellent | 400 | 90.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 332 | 332 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,315 | 1,315 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 71 | 71 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 160 | 160 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 959 | 959 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,130 | 2,130 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,596 | 1,596 | 0 | 0 | 0 |