Share: 
GRANITE RD. over NUTTING CREEK
Map
Coordinates:
+43.05320, -91.73659
43°03'12" N, 91°44'12" W
+43.05320, -91.73659
43°03'12" N, 91°44'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GRANITE RD. over NUTTING CREEK |
| Structure number: | 000000000152950 |
| Location: | 095081208 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1909 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 45 [as of 2017] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 61.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Fair | 6 out of 10 | 45 | 61.8 |
| October 2015 | Fair | 6 out of 10 | 45 | 74.8 |
| October 2013 | Good | 7 out of 10 | 45 | 86.3 |
| September 2011 | Good | 7 out of 10 | 50 | 86.3 |
| November 2009 | Good | 7 out of 10 | 50 | 83.1 |
| September 2007 | Good | 7 out of 10 | 50 | 83.5 |
| August 2005 | Good | 8 out of 10 | 50 | 83.5 |
| July 2003 | Good | 8 out of 10 | 50 | 83.5 |
| August 2001 | - | N out of 10 | 50 | 70.0 |
| July 1999 | Good | 7 out of 10 | 50 | 86.5 |
| August 1997 | Good | 7 out of 10 | 50 | 86.5 |
| May 1995 | Good | 7 out of 10 | 50 | 86.5 |
| August 1993 | Good | 7 out of 10 | 40 | 86.5 |
| August 1991 | Good | 7 out of 10 | 40 | 91.1 |
© 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/1116422
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116422