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County Road 30 over Buck Creek
Map
Coordinates:
+40.00161, -103.42217
40°00'06" N, 103°25'20" W
+40.00161, -103.42217
40°00'06" N, 103°25'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | County Road 30 over Buck Creek |
| Structure number: | WTN30-R.00-A |
| Location: | 50 Ft. E. of Co. Rd. R |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 94.5 ft. [28.8 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
| Skew angle: | 20° |
| Owner: | County Highway Agency [02] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Other [9] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 32 [as of 2012] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Good | Very Good | 32 | 100.0 |
| December 2015 | Good | Good | Good | Very Good | 32 | 100.0 |
| December 2013 | Good | Good | Good | Very Good | 32 | 100.0 |
| December 2011 | Good | Good | Good | Very Good | 32 | 100.0 |
| January 2010 | Good | Good | Very Good | Very Good | 29 | 100.0 |
| December 2007 | Good | Good | Very Good | Very Good | 29 | 100.0 |
| November 2005 | Good | Very Good | Very Good | Very Good | 28 | 100.0 |
| November 2003 | Good | Very Good | Very Good | Very Good | 35 | 100.0 |
| May 2001 | Good | Very Good | Very Good | Very Good | 35 | 100.0 |
| April 1999 | Good | Very Good | Very Good | Very Good | 35 | 100.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 600 | 590 | 10 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 3,480 | 0 | 3,479 | 1 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 74 | 74 | 0 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 500 | 500 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 200 | 200 | 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/1072190
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1072190