Share: 
PARK STREET over BLACK RIVER
Map
Coordinates:
+43.29870, -72.48258
43°17'55" N, 72°28'57" W
+43.29870, -72.48258
43°17'55" N, 72°28'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PARK STREET over BLACK RIVER |
| Structure number: | 101418007914181 |
| Location: | PARK STREET |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,730 [as of 2007] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 63.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,154,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Fair | 5 out of 10 | 4730 | 63.8 |
| October 2015 | Fair | 5 out of 10 | 4730 | 65.1 |
| October 2013 | Fair | 5 out of 10 | 4730 | 86.0 |
| September 2011 | Fair | 5 out of 10 | 4730 | 86.0 |
| April 2009 | Fair | 6 out of 10 | 4730 | 97.0 |
| September 2007 | Poor | 4 out of 10 | 4730 | 70.0 |
| November 2005 | Poor | N out of 10 | 4730 | 57.9 |
| October 2003 | Fair | N out of 10 | 4730 | 76.9 |
| July 2001 | Poor | N out of 10 | 4730 | 60.9 |
| May 1999 | Poor | N out of 10 | 4730 | 70.0 |
| September 1997 | Poor | N out of 10 | 4730 | 53.0 |
| September 1995 | Poor | N out of 10 | 4730 | 52.0 |
| August 1994 | Fair | N out of 10 | 4730 | 69.0 |
© 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/1587032
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1587032