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FM 1057 over FRIO DRAW
Map
Coordinates:
+34.67721, -102.51422
34°40'38" N, 102°30'51" W
+34.67721, -102.51422
34°40'38" N, 102°30'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1057 over FRIO DRAW |
| Structure number: | 050350189101001 |
| Location: | 2.1 MI N OF FM 2397 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 61.0 ft. [18.6 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| 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: | 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: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 300 [as of 2013] |
| Truck traffic: | 15% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 95.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Good | 7 out of 10 | 300 | 95.6 |
| August 2015 | Good | 7 out of 10 | 300 | 93.6 |
| August 2013 | Good | 7 out of 10 | 230 | 99.0 |
| August 2011 | Good | 7 out of 10 | 270 | 99.0 |
| September 2009 | Fair | 6 out of 10 | 380 | 100.0 |
| August 2007 | Fair | 6 out of 10 | 250 | 100.0 |
| January 2004 | Good | 7 out of 10 | 310 | 96.0 |
| February 2000 | Good | 7 out of 10 | 360 | 96.0 |
| September 1995 | Good | 7 out of 10 | 330 | 100.0 |
| February 1991 | Good | 8 out of 10 | 390 | 100.0 |
© 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/1524816
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1524816