Share: 
FM 1690 over DRAW
Map
Coordinates:
+31.26378, -98.10428
31°15'50" N, 98°06'15" W
+31.26378, -98.10428
31°15'50" N, 98°06'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1690 over DRAW |
| Structure number: | 231410159401004 |
| Location: | 0.70 MI NE OF FM 581 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 21.0 ft. [6.4 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2013] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 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: | 82.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 150 | 82.8 |
| November 2015 | Good | 7 out of 10 | 150 | 96.8 |
| November 2013 | Good | 7 out of 10 | 220 | 81.2 |
| December 2011 | Good | 7 out of 10 | 150 | 81.3 |
| September 2009 | Fair | 6 out of 10 | 150 | 71.4 |
| October 2007 | Good | 7 out of 10 | 190 | 86.9 |
| November 2005 | Good | 7 out of 10 | 190 | 86.9 |
| December 2003 | Good | 7 out of 10 | 190 | 86.6 |
| October 2001 | Good | 7 out of 10 | 190 | 86.6 |
| January 2000 | Good | 7 out of 10 | 170 | 86.6 |
| May 1998 | Good | 7 out of 10 | 220 | 75.8 |
| May 1996 | Good | 7 out of 10 | 220 | 89.8 |
| May 1992 | Good | 7 out of 10 | 200 | 97.0 |
| March 1988 | Good | 7 out of 10 | 180 | 97.1 |
© 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/1566106
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1566106