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ROUTE 67 over NAUGATUCK RIVER
Map
Coordinates:
+41.39648, -73.07509
41°23'47" N, 73°04'30" W
+41.39648, -73.07509
41°23'47" N, 73°04'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ROUTE 67 over NAUGATUCK RIVER |
| Structure number: | 01062 |
| Location: | JUST WEST OF ROUTE 313 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 268.1 ft. [81.7 m] |
| Roadway width between curbs: | 44.9 ft. [13.7 m] |
| Deck width edge-to-edge: | 58.4 ft. [17.8 m] |
| Skew angle: | 41° |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,900 [as of 2016] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| 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 replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 54.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Fair | Satisfactory | Fair | Satisfactory | 17900 | 54.0 |
| June 2015 | Fair | Satisfactory | Fair | Satisfactory | 18800 | 54.0 |
| June 2013 | Fair | Satisfactory | Fair | Satisfactory | 18700 | 54.0 |
| June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 17700 | 66.1 |
| February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 18300 | 66.0 |
| February 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 17600 | 66.0 |
| December 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 17600 | 66.0 |
| December 2002 | Fair | Satisfactory | Fair | Satisfactory | 17600 | 55.0 |
| June 2000 | Fair | Satisfactory | Fair | Satisfactory | 17400 | 55.0 |
| June 1998 | Fair | Satisfactory | Fair | Satisfactory | 16900 | 55.0 |
| January 1996 | Fair | Satisfactory | Fair | Satisfactory | 22500 | 55.0 |
| December 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 22000 | 66.0 |
| November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 21800 | 64.0 |
© 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/1073140
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1073140