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MOSS RD over TRIB BRIER CREEK
Map
Coordinates:
+33.52786, -98.96889
33°31'40" N, 98°58'08" W
+33.52786, -98.96889
33°31'40" N, 98°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MOSS RD over TRIB BRIER CREEK |
| Structure number: | 030120AA0113001 |
| Location: | 4.75 MI NE OF SH 114 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 29.9 ft. [9.1 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: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10 [as of 2016] |
| Truck traffic: | 1% of total traffic |
| 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Very Good | Very Good | Very Good | 10 | 97.0 |
| November 2016 | Good | Very Good | Very Good | Very Good | 10 | 97.0 |
| January 2015 | Good | Very Good | Very Good | Very Good | 10 | 95.0 |
| November 2012 | Poor | - | - | - | 30 | 43.0 |
| November 2010 | Poor | - | - | - | 30 | 57.3 |
| October 2008 | Poor | - | - | - | 30 | 57.3 |
| October 2006 | Poor | - | - | - | 10 | 57.3 |
| October 2004 | Poor | - | - | - | 10 | 57.0 |
| November 2002 | Fair | - | - | - | 10 | 78.5 |
| September 2000 | Fair | - | - | - | 50 | 78.4 |
| October 1998 | Poor | - | - | - | 50 | 69.9 |
| October 1996 | Poor | - | - | - | 20 | 67.1 |
| October 1994 | Poor | - | - | - | 20 | 70.0 |
| November 1992 | Poor | - | - | - | 20 | 70.0 |
| December 1990 | Poor | - | - | - | 30 | 70.0 |
© 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/1522603
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522603