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HWY WATER ST over WATER TEN MILE RIVER
Map
Coordinates:
+41.95063, -71.29578
41°57'02" N, 71°17'45" W
+41.95063, -71.29578
41°57'02" N, 71°17'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY WATER ST over WATER TEN MILE RIVER |
| Structure number: | A160068PEMUNNBI |
| Location: | 0.1 KM FROM WEST ST. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 39.4 ft. [12.0 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,400 [as of 2017] |
| Truck traffic: | 4% 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 81.5 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $697,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Very Good | Very Good | Very Good | 4400 | 81.5 |
| April 2015 | Good | Very Good | Very Good | Very Good | 6500 | 79.2 |
| April 2013 | Good | Very Good | Very Good | Very Good | 4000 | 81.5 |
| April 2011 | Good | Very Good | Very Good | Very Good | 13400 | 78.4 |
| April 2009 | Good | Excellent | Excellent | Excellent | 4800 | 81.4 |
| April 2007 | Good | Excellent | Excellent | Excellent | 4800 | 81.4 |
| April 2005 | Good | Excellent | Excellent | Excellent | 3300 | 81.6 |
| April 2003 | Good | Excellent | Excellent | Excellent | 3000 | 24.0 |
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. | 432 | 432 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,570 | 1,570 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,177 | 1,177 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 130 | 130 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 780 | 780 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1234612
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1234612