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FM 1285 over WILHITE CREEK
Map
Coordinates:
+33.46914, -99.09703
33°28'09" N, 99°05'49" W
+33.46914, -99.09703
33°28'09" N, 99°05'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1285 over WILHITE CREEK |
| Structure number: | 030120056202007 |
| Location: | 2.0 MI S OF SH 114 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1950 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 110 [as of 2013] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 57.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Fair | 6 out of 10 | 110 | 57.8 |
| November 2015 | Fair | 6 out of 10 | 110 | 58.6 |
| November 2013 | Fair | 6 out of 10 | 50 | 82.5 |
| November 2011 | Fair | 6 out of 10 | 60 | 69.1 |
| October 2009 | Fair | 6 out of 10 | 70 | 69.3 |
| October 2007 | Fair | 6 out of 10 | 90 | 74.3 |
| October 2005 | Fair | 6 out of 10 | 90 | 74.3 |
| September 2003 | Good | 7 out of 10 | 90 | 76.1 |
| September 2001 | Good | 7 out of 10 | 100 | 76.1 |
| July 1999 | Good | 7 out of 10 | 90 | 74.1 |
| August 1997 | Good | 7 out of 10 | 90 | 75.1 |
| August 1995 | Good | 7 out of 10 | 140 | 82.5 |
| October 1993 | Good | 7 out of 10 | 90 | 82.5 |
| October 1991 | Good | 7 out of 10 | 210 | 82.5 |
© 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/1522580
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522580