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COUNTY RD 453 over CREEK
Map
Coordinates:
+39.70300, -91.97650
39°42'11" N, 91°58'35" W
+39.70300, -91.97650
39°42'11" N, 91°58'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 453 over CREEK |
| Structure number: | 21452 |
| Old structure number: | 3070005 102 (from 1992 edition) |
| Location: | S 36 T 57 N R 10 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 10.8 ft. [3.3 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: March 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 15 [as of 2018] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 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 replacement [2] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 18.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $163,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Poor | Satisfactory | Serious | Fair | 15 | 18.9 |
| March 2016 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| March 2014 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| March 2012 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| May 2010 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| May 2008 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| April 2006 | Poor | Satisfactory | Poor | Fair | 15 | 18.9 |
| April 2004 | Poor | Good | Poor | Fair | 15 | 18.9 |
| March 2002 | Poor | Good | Poor | Fair | 15 | 18.9 |
| February 2000 | Poor | Very Good | Poor | Poor | 15 | 18.9 |
| March 1998 | Poor | Poor | Poor | Poor | 15 | 16.8 |
| February 1990 | Poor | Fair | Poor | Poor | 15 | 16.8 |
© 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/1281528
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1281528