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CO RD 423 over DOCKUM CREEK
Map
Coordinates:
+33.49640, -100.89695
33°29'47" N, 100°53'49" W
+33.49640, -100.89695
33°29'47" N, 100°53'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CO RD 423 over DOCKUM CREEK |
| Structure number: | 250630AA0104001 |
| Location: | 0.35 MI S OF FM 1868 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 3.9 ft. [1.2 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 2016 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Other [00] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2014] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| 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 |
|---|---|---|---|---|---|---|
| September 2018 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
| September 2016 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
| September 2014 | Poor | Satisfactory | Poor | Satisfactory | 90 | 29.6 |
| September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 49.9 |
| August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 42.2 |
| November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 48.9 |
| November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 44.7 |
| December 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 44.4 |
| January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 48.7 |
| February 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 47.7 |
| February 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 47.7 |
| January 1997 | Good | Good | Good | Very Good | 90 | 43.8 |
| January 1995 | Good | Good | Good | Very Good | 90 | 49.0 |
| March 1993 | Good | Good | Good | Very Good | 90 | 49.0 |
| February 1991 | Good | Good | Good | Very Good | 90 | 47.0 |
© 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/1568091
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1568091