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COUNTY LANE 15 over BOB CREEK
Map
Coordinates:
+38.18844, -103.80367
38°11'18" N, 103°48'13" W
+38.18844, -103.80367
38°11'18" N, 103°48'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY LANE 15 over BOB CREEK |
| Structure number: | CRCO 1.10-23A |
| Location: | JUST S OF ROAD E.25 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 57.1 ft. [17.4 m] |
| Total length: | 61.0 ft. [18.6 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
| Skew angle: | 20° |
| Owner: | County Highway Agency [02] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 51 [as of 2013] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Satisfactory | Satisfactory | Good | 51 | 98.3 |
| January 2015 | Good | Good | Good | Good | 51 | 98.3 |
| January 2013 | Good | Good | Good | Good | 84 | 98.3 |
| January 2011 | Good | Good | Good | Good | 84 | 99.3 |
| January 2009 | Good | Good | Good | Good | 98 | 99.3 |
| December 2006 | Good | Good | Good | Very Good | 98 | 99.3 |
| October 2004 | Good | Good | Good | Very Good | 98 | 99.3 |
| February 2003 | Good | Good | Good | Very Good | 98 | 98.7 |
| May 2001 | Good | Good | Good | Very Good | 27 | 98.6 |
| February 1999 | Good | Good | Good | Very Good | 27 | 98.6 |
| February 1997 | Good | Very Good | Very Good | Very Good | 27 | 98.6 |
| November 1995 | Good | Very Good | Very Good | Very Good | 50 | 98.5 |
| July 1993 | Good | Excellent | Excellent | Excellent | 50 | 99.0 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 428 | 0 | 428 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 428 | 0 | 428 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,864 | 1,309 | 380 | 175 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 65 | 62 | 3 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 122 | 122 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 122 | 122 | 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/1065357
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065357