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FM 1090 over BARTON DITCH
Map
Coordinates:
+28.62335, -96.63375
28°37'24" N, 96°38'02" W
+28.62335, -96.63375
28°37'24" N, 96°38'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 1090 over BARTON DITCH |
| Structure number: | 130290051503013 |
| Location: | 0.23 MI S OF SH 35 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 62.0 ft. [18.9 m] |
| Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| 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: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,730 [as of 2013] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry 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: | 85.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Good | 7 out of 10 | 7730 | 85.3 |
| December 2016 | Fair | 6 out of 10 | 7730 | 85.0 |
| December 2014 | Fair | 6 out of 10 | 7800 | 85.0 |
| December 2012 | Fair | 6 out of 10 | 7800 | 85.0 |
| December 2010 | Good | 7 out of 10 | 9300 | 85.2 |
| December 2008 | Good | 7 out of 10 | 9400 | 96.1 |
| October 2007 | Good | 7 out of 10 | 10000 | 96.1 |
| January 2005 | Good | 7 out of 10 | 11000 | 96.0 |
| February 2001 | Good | 7 out of 10 | 10500 | 96.0 |
| April 1997 | Good | 7 out of 10 | 9200 | 96.1 |
| April 1995 | Good | 7 out of 10 | 9800 | 81.1 |
| February 1993 | Good | 7 out of 10 | 9000 | 81.2 |
| March 1991 | Good | 7 out of 10 | 9400 | 81.1 |
© 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/1541313
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1541313