Share: 
FM 1409 over LITTLE CANEY CREEK
Map
Coordinates:
+29.88215, -94.81725
29°52'56" N, 94°49'02" W
+29.88215, -94.81725
29°52'56" N, 94°49'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1409 over LITTLE CANEY CREEK |
| Structure number: | 200360076203008 |
| Location: | 1.5 MI NE OF FM 565 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,630 [as of 2013] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 91.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $281,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2016 | Good | 7 out of 10 | 5630 | 91.3 |
| June 2014 | Good | 7 out of 10 | 6200 | 90.6 |
| June 2012 | Good | 7 out of 10 | 6200 | 90.6 |
| June 2010 | Good | 7 out of 10 | 6000 | 89.8 |
| May 2008 | Good | 7 out of 10 | 5900 | 91.0 |
| July 2006 | Good | 7 out of 10 | 6200 | 97.0 |
| May 2005 | Good | 7 out of 10 | 6200 | 95.0 |
| June 2003 | Good | 7 out of 10 | 6400 | 94.8 |
| October 2001 | Good | 7 out of 10 | 1000 | 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/1561768
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1561768