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CR 111 over JERRYS BRANCH
Map
Coordinates:
+31.25368, -98.72532
31°15'13" N, 98°43'31" W
+31.25368, -98.72532
31°15'13" N, 98°43'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 111 over JERRYS BRANCH |
| Structure number: | 232060AA0106001 |
| Location: | 0.35 MI E OF FM 500 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2002 |
| 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: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2013] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | 98.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Good | 7 out of 10 | 50 | 98.0 |
| December 2016 | Good | 7 out of 10 | 50 | 97.0 |
| December 2014 | Good | 7 out of 10 | 50 | 97.0 |
| February 2013 | Good | 7 out of 10 | 50 | 98.0 |
| February 2011 | Good | 7 out of 10 | 50 | 98.0 |
| February 2009 | Good | 7 out of 10 | 50 | 99.0 |
| February 2007 | Good | 7 out of 10 | 50 | 99.0 |
| May 2005 | Good | 8 out of 10 | 50 | 100.0 |
| May 2003 | Good | 8 out of 10 | 50 | 100.0 |
| February 2002 | Good | 8 out of 10 | 50 | 100.0 |
| September 1999 | Fair | N out of 10 | 50 | 27.4 |
| January 1998 | Fair | N out of 10 | 50 | 27.4 |
| March 1996 | Fair | N out of 10 | 50 | 27.4 |
| March 1994 | Fair | N out of 10 | 50 | 20.8 |
| May 1992 | Fair | N out of 10 | 50 | 20.8 |
| August 1990 | Fair | N out of 10 | 50 | 20.8 |
© 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/1566393
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1566393