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T-307 (SPRING CR) over BEAR CREEK
Map
Coordinates:
+41.39790, -78.82280
41°23'52" N, 78°49'22" W
+41.39790, -78.82280
41°23'52" N, 78°49'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | T-307 (SPRING CR) over BEAR CREEK |
| Structure number: | 000000000015760 |
| Old structure number: | 247210030700050 (from 1992 edition) |
| Location: | 2.8 MILE WEST OF SR 3002 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 51.8 ft. [15.8 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1925 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62 [as of 2017] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 condition. [5] |
| Sufficiency rating: | 68.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Satisfactory | Fair | Satisfactory | 62 | 68.8 |
| October 2015 | Fair | Satisfactory | Fair | Satisfactory | 62 | 68.8 |
| October 2013 | Fair | Satisfactory | Fair | Satisfactory | 62 | 68.8 |
| October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 62 | 80.9 |
| October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 62 | 82.9 |
| October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 62 | 82.9 |
| October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 62 | 82.9 |
| November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 62 | 82.9 |
| February 2002 | Fair | Satisfactory | Good | Good | 62 | 82.9 |
| April 2000 | Fair | Satisfactory | Good | Good | 62 | 82.9 |
| May 1998 | Poor | Fair | Fair | Poor | 62 | 51.8 |
| March 1996 | Poor | Fair | Fair | Poor | 62 | 51.8 |
| December 1993 | Poor | Satisfactory | Fair | Poor | 62 | 53.8 |
| October 1991 | Fair | Good | Good | Satisfactory | 62 | 83.4 |
© 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/1463786
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1463786