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STAGESTOP ROAD over JEFFERSON CREEK
Map
Coordinates:
+39.29426, -105.71773
39°17'39" N, 105°43'04" W
+39.29426, -105.71773
39°17'39" N, 105°43'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STAGESTOP ROAD over JEFFERSON CREEK |
| Structure number: | PASS-W0.4-77 |
| Location: | 0.4 MI W OF CR 77 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 32.8 ft. [10.0 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 153 [as of 2013] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 79.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 5 out of 10 | 153 | 79.7 |
| April 2015 | Fair | 5 out of 10 | 153 | 79.7 |
| April 2013 | Fair | 5 out of 10 | 153 | 79.7 |
| April 2011 | Fair | 6 out of 10 | 339 | 89.5 |
| May 2009 | Fair | 6 out of 10 | 339 | 89.5 |
| May 2007 | Fair | 6 out of 10 | 217 | 90.4 |
| June 2005 | Fair | 6 out of 10 | 217 | 90.4 |
| April 2003 | Fair | 6 out of 10 | 217 | 90.4 |
| May 2001 | Good | 7 out of 10 | 120 | 90.9 |
| September 1999 | Good | 7 out of 10 | 120 | 90.9 |
| August 1997 | Good | 8 out of 10 | 120 | 90.9 |
| August 1995 | Good | 8 out of 10 | 30 | 91.8 |
| July 1993 | Good | 8 out of 10 | 30 | 90.8 |
| January 1992 | Good | 8 out of 10 | 30 | 90.8 |
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 | ||||||
| Steel Culvert | linear ft. | 61 | 0 | 30 | 31 | 0 |
| Steel Protective Coating | sq. ft. | 61 | 0 | 0 | 0 | 61 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 65 | 65 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 65 | 65 | 0 | 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/1071243
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1071243