Weston, MA
Hultman Aqueduct
Scope/Solutions
For many years, the Hultman Aqueduct delivered nearly all the drinking water to the Boston area. The aqueduct had never been shut down for inspection or maintenance during that time due to its nonredundant nature. The Massachusetts Water Resources Authority (MWRA) wanted to determine the condition of the aqueduct for future service and to undertake internal repairs of distressed joints. Following the completion of the MetroWest Water Supply Tunnel, MWRA was able to dewater a section of the Hultman Aqueduct for the first time since its construction in the late 1930s.
SGH conducted a condition inspection of the 1.8 mi long, dewatered section of the aqueduct. Highlights of our work include the following:
- Performed an internal inspection and sounding of the 150 in. dia. concrete cylinder pipe
- Identified areas of highest concern based on previous structural analyses of the pipe
- Tested the areas where the pipe was highly stressed using nondestructive impact-echo and impulse response to detect cracking in the outer core
- Conducted surgical destructive testing that included removal of the inner core and steel cylinder to document the condition of the joints, the outer core, and corrosion on the steel cylinder
- Performed laboratory testing, including petrography and chloride content analyses, to characterize pipe condition
Project Summary
Solutions
Repair & Rehabilitation
Services
Structures | Applied Science & Research | Advanced Analysis
Markets
Infrastructure & Transportation
Client(s)
Jacobs Engineering Group
Specialized Capabilities
Repair & Strengthening | Buried Infrastructure | Materials Science | Microscopy
Key team members
Additional Projects
Northeast
Sudbury Aqueduct
When John Eliot Elementary School was considering construction of a new driveway over the Sudbury Aqueduct, they needed a condition assessment of the aqueduct and evaluation of potential safety risks involved with the project.
Northeast
Charlestown Bus Facility Shoreline Stabilization and Yard Improvements
The existing steel sheet pile seawall, which protects the facility from flooding and river erosion, was severely deteriorated. SGH investigated the failing seawall, including the pavement and soil loss behind it, and designed new shoreline stabilization and drainage systems.