Share: 
STEVENS ST over MOSHASSUCK RIVER
Map
Coordinates:
+41.83595, -71.41163
41°50'09" N, 71°24'42" W
+41.83595, -71.41163
41°50'09" N, 71°24'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STEVENS ST over MOSHASSUCK RIVER |
| Structure number: | 000000000008810 |
| Location: | 20 E CHARLES,STEVENS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 32.5 ft. [9.9 m] |
| Total length: | 32.5 ft. [9.9 m] |
| Roadway width between curbs: | 29.2 ft. [8.9 m] |
| Deck width edge-to-edge: | 52.5 ft. [16.0 m] |
| Skew angle: | 21° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1894 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $740,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | - | Fair | Satisfactory | 3000 | 65.0 |
| November 2015 | Fair | - | Satisfactory | Satisfactory | 3000 | 76.0 |
| February 2014 | Fair | - | Satisfactory | Satisfactory | 3000 | 76.0 |
| February 2012 | Fair | - | Satisfactory | Satisfactory | 3000 | 73.3 |
| February 2010 | Fair | - | Satisfactory | Satisfactory | 3000 | 72.9 |
| February 2008 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| February 2006 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| January 2004 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| January 2002 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| November 1999 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| September 1997 | Fair | - | Satisfactory | Satisfactory | 3000 | 75.6 |
| October 1995 | Fair | - | Satisfactory | Good | 900 | 86.2 |
| August 1993 | Fair | - | Satisfactory | Good | 900 | 86.2 |
| December 1991 | Fair | - | Satisfactory | Good | 900 | 84.2 |
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 | ||||||
| Masonry Arch | linear ft. | 33 | 0 | 23 | 10 | 0 |
| Substructure | ||||||
| Masonry Abutment | linear ft. | 105 | 27 | 78 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 65 | 62 | 0 | 3 | 0 |
| Steel Protective Coating | sq. ft. | 260 | 195 | 35 | 30 | 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/1480175
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1480175