Western Washington University Communications Building and Student Center
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In the fall of 2000, Merit Engineering conducted a geotechnical
investigation of Western Washington University's South Campus. The emphasis of the investigation
was on determining the strength properties of the bedrock beneath the University upon which the
proposed Student Center and Communications Building will be anchored. The student center will be
a multi story building with a footprint of 80,000 sq. ft. while the communications building will
be 5 stories tall with a two story basement and a footprint of about 100,000 sq. ft. The bedrock
was sampled in sixteen locations, with each core being 10' long.
The rock cores were then analyzed to determine the unconfined and confined
compressive strength, shear strength, Young's modulus, Poisson's ratio, tensil strength, and
were classified using the CSIR Geomechanics Classification of Jointed Rock Masses. The cores
were also examined to determine the joint spacings, condition of the joints, dip and strike of
the joints, and dip and strike of any visible bedding.
Using the information from our investigation and previous investigation,
Merit Engineering was able to accurately map the depth to bedrock under both buildings using
200 data points. With this much data, a precise representation of the subsurface conditions
was rendered.
In addition to the subsurface exploration, Merit Engineering designed the
foundations for both buildings. Our previous investigations at the university enabled us to
conduct the investigation and analysis quickly, efficiently and cost effectively.
Merit Engineering was commissioned to collaborate on this project from pre-construction
surface and subsurface investigations through construction phase earthwork observation. Merit performed test
borings and Standard Penetration Tests to measure subsurface conditions. Subsurface samples were analyzed in
Merit¡¯s laboratory to determine Atterburg Limits, unit weight, moisture content, specific gravity, and
consolidation. In addition to modeling elastic and consolidation related foundation settlement, Merit Engineering
addressed seismic design parameters, foundation drainage, and pavement design recommendations. Merit Engineering
maintained rigorous commitment to this project by providing earthwork observation and inspection and ongoing technical
support throughout the construction period. Paramount to the timely completion of this project were the contributions,
recommendations, and analysis offered by Merit Engineering.
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