HWY CEDAR GROVE over TR RED HSL
Map
Coordinates:
+42.28070, -71.0472542°16'51" N, 71°02'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | HWY CEDAR GROVE over TR RED HSL |
Structure number: | B16494AAGMBTNBI |
Location: | IN DORCHESTER /ADAMS STR. |
Purpose: | Carries highway over railroad |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.2 ft. [8.6 m] |
Total length: | 28.2 ft. [8.6 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 10° |
Owner: | Other State Agencies [21] |
Year built: | 1944 |
Year reconstructed: | 1994 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
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] |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 40.7 tons [37.0 metric tons] |
Inventory rating: | 29.4 tons [26.7 metric tons] |
Sufficiency rating: | 65.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,388,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2017 | 65.1 | Fair | Fair | Fair | Satisfactory | FO | - |
January 2015 | 65.1 | Fair | Fair | Fair | Satisfactory | FO | - |
January 2013 | 65.1 | Fair | Fair | Fair | Satisfactory | FO | - |
August 2011 | 61.0 | Fair | Fair | Fair | Satisfactory | FO | 62609 |
July 2009 | 61.0 | Fair | Fair | Fair | Satisfactory | FO | 62609 |
April 2008 | 61.0 | Fair | Fair | Fair | Satisfactory | FO | 62609 |
April 2006 | 61.0 | Fair | Fair | Fair | Satisfactory | FO | 62609 |
April 2004 | 61.0 | Fair | Fair | Fair | Satisfactory | FO | 62609 |
July 2002 | 61.0 | Fair | Fair | Fair | Satisfactory | - | 62609 |
July 2000 | 61.0 | Fair | Fair | Fair | Satisfactory | - | 62609 |
August 1998 | 61.0 | Fair | Fair | Fair | Satisfactory | - | 62609 |