Share: 
ST 79 S MAIN ST over WATER ASSONET RIVER
Map
Coordinates:
+41.79389, -71.06758
41°47'38" N, 71°04'03" W
+41.79389, -71.06758
41°47'38" N, 71°04'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ST 79 S MAIN ST over WATER ASSONET RIVER |
| Structure number: | F090023KPMUNNBI |
| Old structure number: | 3KPMUN692021101 (from 1992 edition) |
| Location: | .9 MI NE OF RTE 24 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
| Skew angle: | 10° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1886 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,450 [as of 2017] |
| Truck traffic: | 12% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 49.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $608,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Poor | - | Poor | Satisfactory | 9450 | 49.2 |
| October 2016 | Fair | - | Fair | Satisfactory | 9000 | 63.7 |
| October 2014 | Fair | - | Fair | Satisfactory | 9000 | 63.7 |
| October 2012 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| October 2010 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| October 2008 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| November 2006 | Fair | - | Fair | Satisfactory | 15000 | 61.6 |
| November 2004 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| November 2002 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| November 2000 | Fair | - | Satisfactory | Satisfactory | 15000 | 73.5 |
| November 1998 | Fair | - | Satisfactory | Satisfactory | 14900 | 76.5 |
| November 1996 | Fair | - | Satisfactory | Satisfactory | 1900 | 74.1 |
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. | 37 | 9 | 10 | 8 | 10 |
| Bridge Rail | ||||||
| Masonry Bridge Rail | linear ft. | 211 | 190 | 21 | 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/1236336
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236336