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HWY CENTRAL ST over WATER QUEQUECHAN RIVER
Map
Coordinates:
+41.70412, -71.16031
41°42'15" N, 71°09'37" W
+41.70412, -71.16031
41°42'15" N, 71°09'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY CENTRAL ST over WATER QUEQUECHAN RIVER |
| Structure number: | F020933JEMUNNBI |
| Location: | NEAR I 195 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 26.2 ft. [8.0 m] |
| Total length: | 26.2 ft. [8.0 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1903 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,500 [as of 2017] |
| Truck traffic: | 12% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
| Sufficiency rating: | 94.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $755,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | - | Satisfactory | Satisfactory | 7500 | 94.9 |
| March 2015 | Poor | - | Poor | Poor | 27400 | 45.6 |
| March 2013 | Poor | - | Poor | Poor | 6000 | 52.2 |
| October 2011 | Poor | - | Serious | Poor | 6000 | 33.7 |
| October 2009 | Poor | - | Serious | Poor | 6000 | 33.7 |
| October 2007 | Poor | - | Serious | Poor | 6000 | 33.7 |
| July 2005 | Poor | - | Serious | Poor | 6000 | 33.7 |
| July 2003 | Poor | - | Poor | Poor | 6000 | 50.2 |
| July 2001 | Poor | - | Serious | Poor | 5200 | 34.2 |
| July 1999 | Poor | - | Serious | Poor | 5200 | 34.2 |
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. | 26 | 6 | 20 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 598 | 598 | 0 | 0 | 0 |
| Substructure | ||||||
| Masonry Abutment | linear ft. | 78 | 52 | 26 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 52 | 52 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 104 | 100 | 0 | 4 | 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/1236173
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236173