Share: 
COUNTY ROAD J over LAKE MEREDITH INLET CNL
Map
Coordinates:
+38.24390, -103.67769
38°14'38" N, 103°40'40" W
+38.24390, -103.67769
38°14'38" N, 103°40'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD J over LAKE MEREDITH INLET CNL |
| Structure number: | CRCO 4.00-29A |
| Location: | 1.0 MI WEST OF CR 22 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27 [as of 2013] |
| Deck condition: | Very Good [8 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: | 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: | 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: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Good | Very Good | Good | Very Good | 27 | 97.0 |
| January 2015 | Good | Very Good | Good | Very Good | 27 | 97.0 |
| January 2013 | Good | Very Good | Good | Very Good | 15 | 97.0 |
| January 2011 | Good | Very Good | Good | Very Good | 15 | 97.0 |
| January 2009 | Good | Very Good | Very Good | Very Good | 28 | 97.0 |
| December 2006 | Good | Very Good | Very Good | Very Good | 28 | 97.0 |
| October 2004 | Good | Very Good | Very Good | Very Good | 28 | 97.0 |
| February 2003 | Good | Very Good | Very Good | Very Good | 28 | 97.0 |
| March 2001 | Good | Very Good | Very Good | Very Good | 28 | 97.0 |
| May 2000 | Good | Excellent | Excellent | Excellent | 20 | 97.0 |
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. | 203 | 103 | 100 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 203 | 0 | 203 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 879 | 879 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 58 | 0 | 58 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 58 | 0 | 58 | 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/1065367
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065367