Share: 
CENTER STREET over HARBOR BROOK
Map
Coordinates:
+41.54110, -72.79366
41°32'28" N, 72°47'37" W
+41.54110, -72.79366
41°32'28" N, 72°47'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CENTER STREET over HARBOR BROOK |
| Structure number: | 04185 |
| Location: | 250 FT NO OF PRATT STREET |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 49.2 ft. [15.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1871 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,884 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 62.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Poor | - | Poor | Poor | 5884 | 62.4 |
| September 2015 | Poor | - | Poor | Poor | 5712 | 62.5 |
| September 2014 | Poor | - | Poor | Poor | 5770 | 62.3 |
| February 2012 | Poor | - | Poor | Poor | 5600 | 62.3 |
| February 2010 | Poor | - | Fair | Poor | 5452 | 62.4 |
| July 2007 | Poor | - | Fair | Poor | 4700 | 63.5 |
| November 2005 | Fair | - | Fair | Satisfactory | 4700 | 79.7 |
| October 2003 | Fair | - | Fair | Satisfactory | 4700 | 79.7 |
| June 2001 | Fair | - | Fair | Satisfactory | 4700 | 79.7 |
| May 1999 | Fair | - | Fair | Satisfactory | 4700 | 80.5 |
| June 1997 | Fair | - | Fair | Satisfactory | 4700 | 80.5 |
| November 1995 | Fair | - | Fair | Satisfactory | 4700 | 83.6 |
| January 1994 | Fair | - | Fair | Satisfactory | 4700 | 84.6 |
| September 1991 | Fair | - | Fair | Satisfactory | 4700 | 83.6 |
© 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/1074766
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1074766