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US 67 over SULPHUR RIVER
Map
Coordinates:
+33.25218, -94.62315
33°15'08" N, 94°37'23" W
+33.25218, -94.62315
33°15'08" N, 94°37'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 67 over SULPHUR RIVER |
| Structure number: | 190190001011080 |
| Location: | AT SULPHUR RIVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 1275.0 ft. [388.6 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1942 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,130 [as of 2013] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 57.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Satisfactory | Satisfactory | Fair | 1130 | 57.5 |
| June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1130 | 69.0 |
| June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1131 | 69.0 |
| July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 900 | 70.7 |
| June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1150 | 66.4 |
| July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1250 | 54.2 |
| July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1050 | 55.1 |
| June 2004 | Fair | Good | Satisfactory | Satisfactory | 1100 | 54.6 |
| July 2002 | Fair | Good | Satisfactory | Satisfactory | 1250 | 59.2 |
| August 2000 | Fair | Good | Satisfactory | Satisfactory | 1400 | 58.6 |
| August 1998 | Fair | Good | Satisfactory | Satisfactory | 1300 | 60.0 |
| June 1993 | Good | Good | Good | Very Good | 1050 | 64.9 |
| April 1991 | Good | Good | Good | Very Good | 1100 | 64.7 |
© 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/1560387
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1560387