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January 23 2019 Vol. L • No. 2
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Ludlow’s Baystate Blasting Helps Clear the Way for Construction New England is known for many things… the colorful autumn leaves, snowy winters, a powerful football team … and rocky ground conditions that challenge contractors on most projects. At a minimum, nearly Tony Vital (L), genevery site involves hammers eral manager, and and excavators, and unfortuScott Brouthers, nately way too often the site lead blaster, both of calls for drilling and blasting. Baystate Blasting, Most contractors are not celebrate another equipped to handle their own successful blast. blasting; they have found that it is not cost effective for them to make the investment in the crushing and screening processing plants necessary to produce aggregate on site. Some, however, are set up to handle their own aggregate processing once the blast has occurred and it has been a common practice on New England building sites for decades to process the rock that is blasted or excavated into aggregate
Baystate drills for a new foundation at the Crown Colony Apartments.
materials that are either re-used on site or are sold to area contractors and municipalities. Enter Baystate Blasting, a family-owned drilling, blasting, crushing and processing service that is headquartered in Ludlow, Mass. Founded in 2003, Baystate prides itself on being flexible and mobile enough to offer turn-key solutions see BAYSTATE page 16
SPS New England to Use Bridge Lateral Slide Technique for New Span in Mass.
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The nearly 70-year-old Route 44 over Route 24 Bridge in Raynham, Mass., is structurally deficient and functionally obsolete with a two-span continuous structure of approximately 103 ft. (west span) and 121 ft. (east span).
The $24 million replacement of the nearly 70-year-old Route 44 over Route 24 Bridge in Raynham, Mass., is under way with selective clearing, drainage modifications, permanent and temporary ramp modifications, and the removal of the existing Route 44 median performed by SPS New England, the prime contractor. The bridge is structurally deficient and functionally obsolete with a two-span continuous structure of approximately 103 ft. (west span) and 121 ft. (east span). SPS is partnered with design firm VHB in this design/build project that will replace the existing bridge see BRIDGE page 10