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COUNTY ROAD over SAGE CREEK CANAL
Map
Coordinates:
+41.68806, -111.14744
41°41'17" N, 111°08'51" W
+41.68806, -111.14744
41°41'17" N, 111°08'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SAGE CREEK CANAL |
| Structure number: | 033015E |
| Location: | 3 MILES NE. OF RANDOLPH |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 10.2 ft. [3.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 27.6 ft. [8.4 m] |
| Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
| Skew angle: | 4° |
| Owner: | County Highway Agency [02] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 139 [as of 2010] |
| Truck traffic: | 4% of total traffic |
| 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Good | 7 out of 10 | 139 | 94.5 |
| May 2016 | Good | 7 out of 10 | 139 | 94.5 |
| May 2014 | Good | 7 out of 10 | 139 | 96.9 |
| May 2012 | Good | 7 out of 10 | 139 | 96.9 |
| May 2010 | Good | 7 out of 10 | 139 | 96.9 |
| May 2008 | Good | 7 out of 10 | 139 | 96.9 |
| August 2006 | Good | 7 out of 10 | 110 | 96.9 |
| July 2004 | Good | 7 out of 10 | 110 | 96.9 |
| July 2002 | Good | 7 out of 10 | 110 | 96.9 |
| August 2000 | Good | 7 out of 10 | 110 | 96.9 |
| August 1998 | Good | 7 out of 10 | 110 | 96.9 |
| August 1996 | Good | 7 out of 10 | 110 | 96.9 |
| July 1994 | Good | 7 out of 10 | 110 | 96.9 |
| July 1992 | Good | 8 out of 10 | 110 | 96.9 |
| August 1990 | Good | 8 out of 10 | 110 | 96.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 60 | 57 | 3 | 0 | 0 |
© 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/1569211
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569211