Driver Seriously Injured in Pittsfield Accident

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PITTSFIELD, Mass. — A woman was taken to Bay State Medical Center on Monday after a rock crashed into the windshield and her car went into a ravine. 
 
According to Lt. Marc Maddalena, a 2013 Ford F550 was exiting a driveway in the 300 block of Cheshire Road, Route 8, to proceed southbound when a rock from its load became airborne and struck a northbound 2013 Toyota Corolla. 
 
The rock struck the operator, and she lost control of the Toyota, which left the roadway and dropped into a ravine on the east side of the road. 
 
The Fire Department had to use mechanical means to extricate the woman from the vehicle. She was first taken to Berkshire Medical Center with serious injuries and then transported to Bay State in Springfield. 
 
The accident occurred at approximately 1:16 p.m. and police, fire, and County Ambulance responded to the scene near 341 Cheshire Road.
 
The incident remains under investigation, and anyone who may have witnessed it or has any information is asked to contact Maddalena at 413-448-9700, Ext 575.

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Pittsfield Plans to Replace Bridge Over Daniels Brook

By Brittany PolitoiBerkshires Staff

PITTSFIELD, Mass.— The city plans to replace a deteriorating bridge on Hancock Road over Daniels Brook. 

Last week, the Conservation Commission continued a notice of intent application for the project to its November meeting to get more information on water flow. 

"It's a great project. We like it. We just want to make sure it's done correctly as well," Commissioner Jonathan Lothrop explained. 

Pittsfield proposes replacing the crumbling bridge with a 17-foot-wide hydraulic span underneath to an embedded precast box culvert with a span of 26 feet. The .37 work area extends about 200 feet along Hancock Road, north of 615 Hancock Road.  

Contractors from Fuss & O'Neill presented to the commission. A budget was not provided. 

"I think overall, this is going to be a really great improvement for traffic traveling over this bridge and for wildlife living under this bridge," Natural Resources Scientist Megan Woytik said. 

The 1930 bridge is showing cracking, spalling, exposed steel supports, and section loss. It was determined that repairs would retain deteriorated components and yield fewer long-term benefits, while a full replacement also improves hydraulic capacity and aquatic organism passage. 

Engineers pointed to exposed, corroding reinforcement and an existing guardrail that is no longer embedded into the structure.  Rigid barriers were placed on either side of the road so that vehicles can't impact the rail. 

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