Dearborn CSO Contracts 7 & 8
City of Dearborn, DPW
Dearborn, MI
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Real Time Monitoring, Warren Ohl Dam Repairs
Shaft Grouting Program
Project Overview:
Layne GeoConstruction was selected as the drilling and grouting contractor to perform the pre-excavation grouting program for two 120 ft. diameter x 150 ft. deep shafts as part of the West Dearborn CSO Control Program – Phase B. The pre-excavation grouting program was conducted to reduce the inflow of gas and artesian water into the proposed excavation. The project consisted of two phases of grouting: the soil/rock interface and the underlying bedrock. Grouting methodologies consisted of acrylamide permeation grouting in the contact zone and a combination of acrylamide and traditional balanced cementitious grouting in the underlying bedrock. Real time computer monitoring accompanied all grouting operations. The apparent permeability values recorded in real-time were evaluated, and based on the results, a number of different grout formulations were used for grouting the rock formation and the contact zone. This project is one of the largest acrylamide grouting projects completed in North America. Layne GeoConstruction designed and manufactured a sophisticated acrylamide mixing and placement system to handle the large capacity of the project than can be used in all weather conditions.

    Value of Work Performed:
Combined Contracts totaling: $14.5M
Subcontractor – 90% self performed
Award Date:
December 2007
Project Start/Finish Dates:
February 2008 / October 2008
Project Reference:
Geotechnical Consultants: NTH Consultants
Holly Rabine & Charles Roarty
313.237.3910

GC: RIC-Man Construction
James Bilicki
586.739.5210

GC: Posen Construction
Kevin Clarey
586.731.8442