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MANNASOTA AVENUE over HERRING RUN
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MANNASOTA AVENUE over HERRING RUN |
| Structure number: | 200000BC4502010 |
| Location: | 0.6 MI W ERDMAN AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 52.2 ft. [15.9 m] |
| Total length: | 56.1 ft. [17.1 m] |
| Roadway width between curbs: | 30.2 ft. [9.2 m] |
| Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1928 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,933 [as of 2016] |
| Truck traffic: | 5% 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 91.7 tons [83.4 metric tons] |
| Inventory rating: | 54.9 tons [49.9 metric tons] |
| Sufficiency rating: | 79.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $48,000 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| October 2016 | 79.5 | Fair | - | Satisfactory | Satisfactory | - | 2933 |
| October 2014 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2640 |
| October 2012 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2640 |
| October 2010 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2640 |
| November 2009 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2640 |
| November 2007 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2640 |
| October 2005 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2515 |
| August 2003 | 90.9 | Fair | - | Satisfactory | Satisfactory | - | 2515 |
| November 2001 | 90.9 | Fair | Good | Good | Satisfactory | - | 2200 |
| November 1999 | 90.9 | Fair | Good | Good | Satisfactory | - | 2200 |
| January 1998 | 90.9 | Fair | Good | Good | Satisfactory | - | 2200 |
| March 1995 | 91.5 | Fair | Good | Good | Satisfactory | - | 2200 |
| October 1992 | 94.3 | Fair | Satisfactory | Good | Satisfactory | - | 1127 |
| October 1990 | 94.3 | Fair | - | Good | Satisfactory | - | 1127 |
© Copyright 2012-18, 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/1242729
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1242729