Coarse Aggregate Sources
| Company | Location |
|---|---|
|
Boro Sand and Stone |
North Attleboro, MA |
|
Brox Industries |
Dracut, MA |
|
Byrne Sand and Gravel |
Middleboro, MA |
|
Callahan Industries |
Cropsyville, NY |
|
Century Aggregate |
Canaan, CT |
|
Desiato Sand and Gravel |
Storrs, CT |
|
Fort Miller Aggregates |
Queensbury, NY |
|
Fillmore Industries |
Loudon, NH |
|
P J Keating |
Lunenburg, MA |
|
Granite State Concrete |
Milford, NH |
|
Hopkins Hill Sand and Stone |
West Greenwich, RI |
|
Holcim |
Swampscott, MA |
|
J S Lane |
Amherst, MA |
|
J S Lane |
Westfield, MA |
|
Michie Corporation |
Henniker, NH |
|
Norlite |
Cohoes, NY |
|
P A Landers |
Sandwich, MA |
|
Peckham Materials |
North Hoosick, NY |
|
Tilcon |
North Branford, CT |
|
Tilcon |
Plainville, CT |
|
Tilcon |
Wallingford, CT |
|
Trew Stone |
Deerfield, MA |
|
William E Daily, Inc. |
Hoosick, NY |
|
William E Daily, Inc. |
Shaftsbury, VT |
Fine Aggregate Sources
| Company | Location |
|---|---|
|
Berkshire Concrete |
Hinsdale, MA |
|
Brooklyn Sand and Gravel |
Brooklyn, CT |
|
Byrne Sand and Gravel |
Middleboro, MA |
|
Fort Miller Aggregates |
Queensbury, NY |
|
Eurovia |
Northfield, MA |
|
Granite State Concrete |
Milford, NH |
|
Hopkins Hill Sand and Stone |
West Greenwich, RI |
|
J S Lane |
Westfield, MA |
|
Kane Perkins |
Sterling, MA |
|
Lynch Materials |
Wilmington, MA |
|
Michie Corporation |
Henniker, NH |
|
Norlite |
Cohoes, NY |
|
Ossipee Aggregates |
Ossipee, NH |
|
P A Landers |
Sandwich, MA |
|
Plourde Sand and Gravel |
Hooksett, NH |
|
Pyne Sand and Gravel |
Douglas, MA |
|
William E Dailey, Inc. |
Hoosick, NY |
|
Windham Sand and Gravel |
Windham, CT |
MassDOT reserves the right to remove aggregate sources from this list if future ASR test results show ASR reactivity. MassDOT will be conducting ASR verification testing of mitigated concrete mixes submitted by ready-mix and precast/prestressed producers throughout the year. If test results are out of specification limits, the Producer will be notified immediately and the mix designs utilizing those materials will be disapproved. If additional SCM content is required to prevent ASR, the mix design shall be reformulated and resubmitted by the Producer for review and approval.