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BARNES RD 350 over KNOX CR
Map
Coordinates:
+39.17922, -90.85900
39°10'45" N, 90°51'32" W
+39.17922, -90.85900
39°10'45" N, 90°51'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BARNES RD 350 over KNOX CR |
| Structure number: | 32530 |
| Location: | S 1743 T 51 N R 1 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 76.1 ft. [23.2 m] |
| Total length: | 79.1 ft. [24.1 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Skew angle: | 35° |
| Owner: | County Highway Agency [02] |
| Year built: | 2008 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 65 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 92.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Very Good | Very Good | Good | 65 | 92.9 |
| December 2016 | Good | Very Good | Excellent | Very Good | 65 | 92.9 |
| December 2014 | Good | Very Good | Excellent | Very Good | 65 | 92.9 |
| December 2012 | Good | Very Good | Excellent | Very Good | 65 | 92.9 |
| December 2010 | Good | Very Good | Excellent | Very Good | 65 | 91.9 |
| January 2009 | Good | Very Good | Excellent | Very Good | 65 | 91.9 |
© 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/1289737
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1289737