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The church foundations, which had a history of settlement, were masonry spread footings supported on a layer of clay with glacial till and bedrock about 45 feet to 50 feet below grade. Putting the church on new foundations without interrupting services during the construction period was a considerable challenge. The technical challenge was to minimize the building movements during or after the implemenation stage. The solution was a post-tensioned system which balanced the church loading and prevented any vertical movements of the already strained building. The wooden floor was left in place and all work was confined to the basement area, thus ensuring continuation of religious services throughout construction. |
Throughout the entire operation, the cathedral remained open for regular services and special events. |
