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DIAMOND RD. over BELL CR
Map
Coordinates:
+42.98027, -91.66714
42°58'49" N, 91°40'02" W
+42.98027, -91.66714
42°58'49" N, 91°40'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DIAMOND RD. over BELL CR |
| Structure number: | 000000000151910 |
| Location: | 094070403 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 83.0 ft. [25.3 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 15 [as of 2017] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 45.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Fair | Satisfactory | Satisfactory | 15 | 45.8 |
| October 2015 | Fair | Fair | Satisfactory | Satisfactory | 15 | 45.8 |
| August 2013 | Fair | Satisfactory | Good | Satisfactory | 15 | 46.8 |
| September 2011 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.6 |
| October 2009 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.3 |
| October 2007 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| August 2005 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| July 2003 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| August 2001 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| August 1999 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| August 1997 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| May 1995 | Fair | Satisfactory | Good | Satisfactory | 15 | 78.7 |
| August 1993 | Fair | Satisfactory | Good | Satisfactory | 10 | 78.7 |
| August 1991 | Fair | Satisfactory | Good | Good | 10 | 78.7 |
© 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/1116363
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116363