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ARBOR RD(TWP 37) over SHELL RIVER
Map
Coordinates:
+46.82972, -95.03149
46°49'47" N, 95°01'53" W
+46.82972, -95.03149
46°49'47" N, 95°01'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ARBOR RD(TWP 37) over SHELL RIVER |
| Structure number: | 29525 |
| Location: | 1.0 MI W JCT CSAH 6 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 138.5 ft. [42.2 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16 [as of 1993] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Excellent | Excellent | Excellent | 16 | 100.0 |
| October 2015 | Good | Excellent | Excellent | Excellent | 16 | 100.0 |
| October 2013 | Good | Excellent | Excellent | Excellent | 16 | 100.0 |
| November 2011 | Good | Excellent | Excellent | Excellent | 16 | 100.0 |
| November 2009 | Good | Excellent | Excellent | Excellent | 16 | 94.0 |
| October 2008 | Good | Excellent | Excellent | Excellent | 16 | 92.0 |
| January 2007 | Good | Excellent | Excellent | Excellent | 16 | 92.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 115 | 115 | 0 | 0 | 0 |
| Steel Pile | each | 16 | 16 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 202 | 202 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 276 | 276 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 4,894 | 4,894 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,432 | 4,427 | 5 | 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/1261536
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1261536