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C3052 over NEW ENGLAND CENTRAL RR
Map
Coordinates:
+42.98122, -72.47036
42°58'52" N, 72°28'13" W
+42.98122, -72.47036
42°58'52" N, 72°28'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | C3052 over NEW ENGLAND CENTRAL RR |
| Structure number: | 101313003213131 |
| Location: | 0.03 MI TO JCT W CL2 TH3 |
| Purpose: | Carries highway over railroad |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 39.0 ft. [11.9 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | Railroad [27] |
| Year built: | 1919 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 39.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $271,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Good | Satisfactory | Very Good | 20 | 39.8 |
| September 2016 | Fair | Good | Satisfactory | Very Good | 20 | 42.1 |
| September 2014 | Fair | Good | Satisfactory | Good | 20 | 42.1 |
| September 2012 | Fair | Good | Satisfactory | Good | 20 | 42.1 |
| July 2010 | Fair | Good | Satisfactory | Good | 20 | 42.1 |
| July 2008 | Fair | Very Good | Satisfactory | Good | 20 | 40.0 |
| June 2006 | Fair | Fair | Satisfactory | Good | 20 | 40.3 |
| June 2004 | Fair | Fair | Satisfactory | Good | 20 | 58.4 |
| May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 60.4 |
| September 2000 | Fair | Good | Fair | Satisfactory | 20 | 49.4 |
| September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 42.1 |
| April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 42.3 |
| June 1994 | Fair | Good | Satisfactory | Satisfactory | 20 | 43.1 |
| February 1994 | Fair | Good | Fair | Satisfactory | 20 | 30.6 |
| July 1992 | Poor | Poor | Fair | Satisfactory | 20 | 28.3 |
| December 1990 | Fair | Fair | Fair | Satisfactory | 20 | 33.7 |
© 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/1586795
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1586795