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SH 238 over DRAW
Map
Coordinates:
+28.56977, -96.63821
28°34'11" N, 96°38'18" W
+28.56977, -96.63821
28°34'11" N, 96°38'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 238 over DRAW |
| Structure number: | 130290014404049 |
| Location: | 0.03 MI S OF FM 2541 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| 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: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,320 [as of 2013] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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: | 79.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Good | 7 out of 10 | 4320 | 79.8 |
| December 2016 | Good | 7 out of 10 | 4320 | 79.5 |
| December 2014 | Good | 7 out of 10 | 4300 | 79.5 |
| December 2010 | Good | 7 out of 10 | 3800 | 80.7 |
| January 2007 | Good | 7 out of 10 | 3800 | 91.3 |
| December 2002 | Good | 7 out of 10 | 4300 | 82.5 |
| July 2000 | Good | 7 out of 10 | 4100 | 82.9 |
| April 1997 | Good | 7 out of 10 | 3400 | 81.1 |
| April 1995 | Good | 7 out of 10 | 4200 | 87.5 |
| February 1993 | Good | 8 out of 10 | 4000 | 87.9 |
| March 1991 | Good | 8 out of 10 | 3700 | 88.3 |
© 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/1541268
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1541268