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FM 1065 over SMITH CREEK
Map
Coordinates:
+34.23681, -101.06009
34°14'13" N, 101°03'36" W
+34.23681, -101.06009
34°14'13" N, 101°03'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1065 over SMITH CREEK |
| Structure number: | 050780074002005 |
| Location: | 1.2 MI N OF FM 97 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2013] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 87.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 5 out of 10 | 150 | 87.0 |
| August 2015 | Fair | 6 out of 10 | 150 | 98.0 |
| August 2013 | Fair | 6 out of 10 | 190 | 99.0 |
| August 2011 | Fair | 6 out of 10 | 180 | 99.0 |
| September 2009 | Fair | 6 out of 10 | 160 | 100.0 |
| September 2007 | Fair | 6 out of 10 | 200 | 100.0 |
| February 2006 | Fair | 6 out of 10 | 200 | 100.0 |
| February 2004 | Fair | 5 out of 10 | 180 | 89.0 |
| February 2000 | Fair | 5 out of 10 | 150 | 89.0 |
| September 1995 | Good | 7 out of 10 | 130 | 99.0 |
| February 1991 | Good | 7 out of 10 | 160 | 97.0 |
© 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/1524842
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1524842