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SU3522 3RD over SUGAR CREEK
Map
Coordinates:
+40.65666, -81.57712
40°39'24" N, 81°34'38" W
+40.65666, -81.57712
40°39'24" N, 81°34'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SU3522 3RD over SUGAR CREEK |
| Structure number: | 7635761 |
| Location: | 0.0 MI. W. OF CR307A |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 113.9 ft. [34.7 m] |
| Total length: | 118.1 ft. [36.0 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Skew angle: | 12° |
| Owner: | County Highway Agency [02] |
| Year built: | 1997 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 75.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 75.9 |
| September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 75.9 |
| November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 75.9 |
| September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 75.9 |
| October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 90.9 |
| November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 76.9 |
| October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 71.3 |
| November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 71.3 |
| October 2010 | Fair | Satisfactory | Satisfactory | Good | 1000 | 67.7 |
| November 2009 | Fair | Satisfactory | Satisfactory | Good | 1000 | 86.3 |
| December 2008 | Fair | Satisfactory | Satisfactory | Good | 1000 | 86.3 |
| February 2007 | Fair | Fair | Good | Good | 1000 | 85.3 |
| February 2006 | Fair | Satisfactory | Good | Good | 1000 | 86.3 |
| December 2004 | Fair | Satisfactory | Good | Good | 1000 | 86.3 |
| January 2003 | Good | Good | Good | Very Good | 1000 | 86.3 |
| December 2000 | Good | Very Good | Very Good | Very Good | 1000 | 86.3 |
| November 1999 | Good | Excellent | Excellent | Excellent | 1000 | 86.3 |
| October 1998 | Good | Excellent | Excellent | Excellent | 1000 | 86.3 |
| November 1997 | Good | Excellent | Excellent | Excellent | 1000 | 86.3 |
© 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/1419326
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1419326