GEOPIER MODULUS TEST RESULTS 9/17/18 M19071207400 GEOPIEFt Geopier Foundation Company
"�" 8 s 165 Taylor Road
Colchester,CT 06415
Tel:(860)531-9137
Cell:(860)373-3542
www.geopier.com
September 17,2018 GNE-00998
Jason Blois
Opechee Construction Corporation
I l Corporate Drive
Belmont,NH 03220
Subject: Geopier Modulus Test Results
Washington at Dodge, Salem,MA
Dear Jason:
This letter transmits the results of our Geopier" modulus test performed at the above referenced project. The test
pier was conducted centered between piers 253 and 254, closest to boring B-107. Test pier installation
characteristics are as follows:
Ground Surface Elevation: El 15.0
Top of pier depth below grade: 2.5 ft.
Pier shaft length: 15.5 ft.
Pier diameter: 25.0 in.average diameter
Number of lifts of 3/4"stone: 18 lifts,total 61.8 CF
Shaft Construction: Pull 47 Push 3'
Ramming Pressure: 180 bars Static,Approximately 140 bars dynamic
Bottom Stabilization Test results 1/8-in.at 16 ft.
A test pier installation log and plot of the test results are attached to this letter. The test results indicate a top of pier
deflection of 0.315 in. and a bottom of pier deflection of 0.031 at the design top-of-Geopier stress of 19.75 ksf. In
addition, test data indicates a Geopier Stiffness Modulus (Kg) of 435 Pei, which exceeds the design Geopier
Stiffness Modulus of 175 pci and thereby indicates acceptable results.
As a result of this test, the piers that have been constructed for the project using the materials and construction
procedures that were used to construct the successful test pier are satisfactory pending review and approval of
Quality Control Records to be submitted shortly. In the meantime, please do not hesitate to contact us if you have
any further questions.
Sincerely,
GEOPIER FOUNDATION COMPANY
Benjamin M.Cote, PE
Region Engineer
Attachment: TP-01 Modulus Test Results
cc: Scott Smith(McPhail Associates,LLC)—via email
Mike Pockoski(Geopier Foundation Co.)—via email
GEOPIEW
--- - - --- - - — - -- - Geopier Foundation Company
Tel�� � 165 Taylor Road
Colchester,CT 06415
Tel:(860)531-9137
Cell:(860)373-3542
www.geopier.com
September 17,2018 GNE-00998
Jason Blais
Opechee Construction Corporation
11 Corporate Drive
Belmont,NH 03220
Subject: Geopier Quality Control Records
Washington at Dodge, Salem,MA
Dear Jason:
This letter transmits our field Quality Control Records for Geopier elements installed at the above referenced
project.Design documents and modulus test data have been forwarded to you previously.
These data indicate that the Geopier elements constructed for the project have been constructed in general
accordance with the requirements included in our Geopier Design submittal, and in a manner consistent with the
materials and procedures that were used to construct the test pier that was tested and found to verify the assumptions
upon which the Geopier Design submittal was based.
Please note that in accordance with the requirements included in our Geopier Design Submittal, the following
information must be submitted to us for our information,review and files:
1. Confirmation from the Geotechnical Representative that all foundation excavation, subgrade preparation,
and subsequent backfill placement was completed in general accordance with the requirements included in
the Geopier Design submittal and other applicable project specification requirements.
Upon receipt of this information, Helical Drilling, Inc. and the Geopier Foundation Company can accept the
responsibility for the performance of the ground support system to be consistent with the design criteria upon which
the Geopier Design Submittal was prepared. As such, we encourage you to provide this outstanding information to
us as soon as possible.
Please don't hesitate to contact us if you have any questions or need further clarifications. Thank you again for
inviting us to work with you on the project.
Sincerely,
GEOPIER FOUNDATION COMPANY
64—
Benjamin M. Cote, PE
Region Engineer
Attachment: Geopier Quality Control Records
cc: Scott Smith(McPhail Associates,LLC)-via email
Mike Pockoski(Geopier Foundation Co.)-via email
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a GEOPIER IMPACT°4 RAMMED AGGREGATE PIER QUALITY CONTROL SUMMARY
HELICRL
protectNama: WasONbWn at Dc00e Mixed Use 0w ,mra Hammer: MRZV-2
,Location: spier,MA RI9 Type. M6 GNE i fiPo30
Date: M1NN18 Rmflm 1 e 18
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