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RS 303 SE 70 AVE over DUCK CREEK
Map
Coordinates:
+37.44278, -97.98999
37°26'34" N, 97°59'24" W
+37.44278, -97.98999
37°26'34" N, 97°59'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RS 303 SE 70 AVE over DUCK CREEK |
| Structure number: | 000000000480130 |
| Location: | 1.1S 0.5W OF ADAMS |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 358.9 ft. [109.4 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| 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: | 11 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 2015] |
| Truck traffic: | 10% 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: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | Better than present minimum criteria [7] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 51.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Satisfactory | Satisfactory | Fair | 100 | 51.2 |
| January 2015 | Fair | Satisfactory | Satisfactory | Fair | 77 | 51.3 |
| January 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 95 | 61.3 |
| December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 130 | 50.2 |
| March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 130 | 50.2 |
| January 2007 | Fair | Good | Satisfactory | Satisfactory | 130 | 50.1 |
| January 2005 | Fair | Good | Satisfactory | Satisfactory | 130 | 50.1 |
| March 2003 | Fair | Good | Satisfactory | Satisfactory | 130 | 50.1 |
| December 2000 | Fair | Good | Satisfactory | Satisfactory | 130 | 50.1 |
| January 1997 | Fair | Good | Satisfactory | Satisfactory | 130 | 50.3 |
| December 1994 | Fair | Good | Satisfactory | Satisfactory | 130 | 52.1 |
| August 1992 | Good | Very Good | Very Good | Good | 130 | 49.1 |
| August 1990 | Good | Very Good | Very Good | Good | 130 | 48.2 |
© 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/1183631
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1183631