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COUNTY RD 328 over BEAR CR
Map
Coordinates:
+40.26681, -91.88517
40°16'01" N, 91°53'07" W
+40.26681, -91.88517
40°16'01" N, 91°53'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 328 over BEAR CR |
| Structure number: | 21882 |
| Location: | S 15 T 63 N R 9 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 11.8 ft. [3.6 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 20.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $316,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Poor | Satisfactory | Poor | Fair | 5 | 20.3 |
| August 2015 | Poor | Satisfactory | Poor | Fair | 5 | 20.3 |
| September 2013 | Poor | Satisfactory | Poor | Fair | 5 | 20.3 |
| September 2011 | Poor | Good | Poor | Fair | 5 | 20.3 |
| October 2009 | Poor | Good | Poor | Fair | 5 | 20.3 |
| September 2007 | Poor | Good | Poor | Fair | 5 | 20.3 |
| September 2005 | Poor | Serious | Poor | Fair | 5 | 15.0 |
| September 2003 | Poor | Serious | Poor | Fair | 5 | 15.0 |
| August 2001 | Poor | Poor | Poor | Fair | 5 | 16.7 |
| August 1999 | Poor | Poor | Poor | Fair | 5 | 16.7 |
© 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/1281899
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1281899