Nutley Quarry Trunk Sewer Project

Society for Mining, Metallurgy & Exploration
Prakash M. Donde Michael V. Mergentime
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
7
File Size:
4538 KB
Publication Date:
Jan 1, 2001

Abstract

The Nutley Quarry Trunk Sewer Project is a good example of a tunnel that went through difficult and complex ground. The 2 m (7ft.) diameter and 840 m (2,750 ft.)long tunnel passed through soft ground, mixed face, and hard sandstone. The soft ground and mixed face tunneling provided several challenges. During excavation of the tunnel, the Contractor encountered a number of unanticipated large boulders. In addition, the length of the mixed face portion of the tunnel increased by 100%. The Contractor tried various construction techniques to overcome the difficult ground conditions and complete the project. The tunneling progress was slower than expected. The Contractor claimed extra costs for differing site conditions. Through discussions and negotiations between the Contractor, Engineer, and Owner, all of the changed condition claims were settled before the construction of the project was completed. This paper addresses the difficult ground conditions, claims evaluation, and how they were resolved by cooperative efforts between the Contractor and the Owner/Engineer.
Citation

APA: Prakash M. Donde Michael V. Mergentime  (2001)  Nutley Quarry Trunk Sewer Project

MLA: Prakash M. Donde Michael V. Mergentime Nutley Quarry Trunk Sewer Project. Society for Mining, Metallurgy & Exploration, 2001.

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