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FM 119 over Draw
Map
Coordinates:
+35.93536, -101.94479
35°56'07" N, 101°56'41" W
+35.93536, -101.94479
35°56'07" N, 101°56'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 119 over Draw |
| Structure number: | 041710072701001 |
| Location: | 2.4 Mi NE of US 287 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 4.9 ft. [1.5 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| Year reconstructed: | 1979 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| 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: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 2012] |
| Truck traffic: | 19% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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: | 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: | 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: | 88.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Good | 7 out of 10 | 2500 | 88.9 |
| September 2015 | Good | 7 out of 10 | 2500 | 90.1 |
| September 2013 | Good | 7 out of 10 | 2500 | 90.1 |
| March 2012 | Good | 7 out of 10 | 2500 | 90.1 |
| March 2010 | Good | 7 out of 10 | 2500 | 90.4 |
| March 2008 | Good | 7 out of 10 | 2500 | 90.4 |
| March 2006 | Good | 7 out of 10 | 2500 | 88.4 |
| March 2004 | Good | 7 out of 10 | 2300 | 89.2 |
| April 2002 | Good | 7 out of 10 | 2300 | 75.3 |
| May 2000 | Good | 7 out of 10 | 2500 | 75.3 |
| June 1998 | Good | 7 out of 10 | 2300 | 75.3 |
| June 1996 | Good | 7 out of 10 | 2300 | 75.3 |
| June 1994 | Good | 7 out of 10 | 2500 | 75.3 |
| June 1992 | Good | 7 out of 10 | 2400 | 84.1 |
| April 1990 | Good | 7 out of 10 | 2100 | 84.2 |
© 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/1524364
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1524364