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DOBBS VALLEY RD-P4 over TRIBUTARY OF ROCK CREEK
Map
Coordinates:
+32.73236, -98.06399
32°43'56" N, 98°03'50" W
+32.73236, -98.06399
32°43'56" N, 98°03'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DOBBS VALLEY RD-P4 over TRIBUTARY OF ROCK CREEK |
| Structure number: | 021820AA0120001 |
| Location: | 1.6 MI S OF FM-3028 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 160 [as of 2016] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 91.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Good | Very Good | Very Good | Very Good | 160 | 91.8 |
| February 2015 | Good | Very Good | Very Good | Very Good | 160 | 91.8 |
| February 2013 | Good | Very Good | Very Good | Very Good | 160 | 91.8 |
| February 2011 | Good | Very Good | Very Good | Very Good | 160 | 94.3 |
| February 2009 | Good | Very Good | Very Good | Very Good | 50 | 99.9 |
| February 2007 | Good | Excellent | Excellent | Excellent | 50 | 99.9 |
| February 2005 | Fair | Satisfactory | Fair | Satisfactory | 50 | 31.7 |
| February 2003 | Fair | Good | Fair | Satisfactory | 50 | 31.7 |
| December 2000 | Fair | Good | Satisfactory | Satisfactory | 50 | 38.8 |
| February 1999 | Fair | Good | Fair | Satisfactory | 150 | 24.4 |
| May 1997 | Fair | Good | Satisfactory | Satisfactory | 150 | 35.1 |
| March 1995 | Fair | Good | Satisfactory | Satisfactory | 50 | 38.1 |
| January 1993 | Fair | Good | Satisfactory | Satisfactory | 50 | 42.1 |
| January 1991 | Fair | Good | Satisfactory | Satisfactory | 50 | 43.1 |
© 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/1519641
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1519641