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CR277/KENNY POUNDS over GRANEROS CREEK
Map
Coordinates:
+37.91537, -104.84736
37°54'55" N, 104°50'50" W
+37.91537, -104.84736
37°54'55" N, 104°50'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR277/KENNY POUNDS over GRANEROS CREEK |
| Structure number: | PUCO 0.30-216C |
| Location: | 4.6 MI ESE OF RYE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 22.6 ft. [6.9 m] |
| Total length: | 22.6 ft. [6.9 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1916 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17 [as of 2018] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 87.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 6 out of 10 | 17 | 87.0 |
| November 2016 | Fair | 6 out of 10 | 21 | 87.0 |
| November 2014 | Fair | 6 out of 10 | 21 | 87.0 |
| November 2012 | Fair | 6 out of 10 | 13 | 87.0 |
| November 2010 | Fair | N out of 10 | 13 | 82.0 |
| November 2008 | Fair | N out of 10 | 57 | 82.0 |
| November 2006 | Fair | N out of 10 | 57 | 82.0 |
| September 2004 | Fair | N out of 10 | 57 | 82.0 |
| January 2003 | Fair | N out of 10 | 57 | 82.0 |
| March 2000 | Fair | N out of 10 | 57 | 82.0 |
| March 1999 | Fair | N out of 10 | 57 | 82.0 |
| March 1998 | Fair | N out of 10 | 57 | 82.0 |
| August 1996 | Fair | N out of 10 | 50 | 82.0 |
| June 1994 | Fair | N out of 10 | 50 | 82.2 |
| December 1992 | Fair | N out of 10 | 50 | 82.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 18 | 8 | 6 | 4 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 36 | 18 | 18 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 90 | 71 | 19 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 60 | 30 | 30 | 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/1071401
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1071401