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US 67 over RIPLEY CRK
Map
Coordinates:
+33.17669, -95.14563
33°10'36" N, 95°08'44" W
+33.17669, -95.14563
33°10'36" N, 95°08'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 67 over RIPLEY CRK |
| Structure number: | 010810001005065 |
| Location: | 4.5 MI E OF SH 37 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 207.0 ft. [63.1 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Year reconstructed: | 1954 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 6 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,490 [as of 2013] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Good | Satisfactory | 1490 | 94.1 |
| January 2015 | Fair | Good | Good | Satisfactory | 1700 | 91.0 |
| April 2013 | Fair | Good | Satisfactory | Good | 1700 | 92.0 |
| May 2011 | Good | Good | Good | Good | 1650 | 91.0 |
| May 2009 | Good | Good | Good | Good | 1900 | 91.0 |
| April 2007 | Good | Good | Good | Good | 1900 | 91.0 |
| April 2005 | Good | Good | Good | Good | 1700 | 93.1 |
| June 2003 | Good | Good | Good | Good | 1600 | 94.0 |
| May 2001 | Good | Good | Good | Good | 1200 | 94.1 |
| May 1999 | Fair | Very Good | Good | Satisfactory | 1700 | 94.0 |
| June 1997 | Good | Very Good | Good | Very Good | 1250 | 94.1 |
| May 1995 | Fair | Satisfactory | Fair | Satisfactory | 1200 | 81.0 |
| March 1993 | Fair | Satisfactory | Fair | Satisfactory | 1150 | 68.3 |
| December 1990 | Fair | Good | Satisfactory | Good | 1250 | 78.3 |
© 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/1516913
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1516913