HWY OLD SMRST AV over WATER THREE MILE RIVER
Map
Coordinates:
+41.85598, -71.1160041°51'22" N, 71°06'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY OLD SMRST AV over WATER THREE MILE RIVER |
Structure number: | D0801372WMUNNBI |
Location: | JUST WEST ST 138 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2018] |
Truck traffic: | 8% of total traffic |
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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 86.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $680,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | - | Very Good | Very Good | 1000 | 86.7 |
February 2016 | Good | - | Very Good | Very Good | 1000 | 86.7 |
February 2014 | Good | - | Very Good | Very Good | 1300 | 85.7 |
February 2012 | Good | - | Excellent | Excellent | 800 | 86.7 |
February 2010 | Good | - | Excellent | Excellent | 800 | 24.9 |
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 |
Reinforced Concrete Arch | linear ft. | 42 | 42 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,970 | 1,970 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 150 | 150 | 0 | 0 | 0 |