LIMITATIONS
Explorations
The analyses, recommendations and designs submitted in this report are based in part
upon the data obtained from subsurface explorations. The nature and extent of variations
between these explorations may not become evident until construction. If variations then
appear evident, it will be necessary to re-evaluate the recommendations of this report.
The generalized soil profile described in the text is intended to convey trends in
subsurface conditions. The boundaries between strata are approximate and idealized, and
have been developed by interpretation of widely spaced explorations and samples; actual
soil transitions are probably more gradual. For specific information, refer to the boring
logs.
Water level readings have been made in the drill holes at times and under conditions
stated on the boring logs. These data have been reviewed and interpretations have been
made in the text of this report. However, it must be noted that fluctuations in the level of
the groundwater may occur due to variations in rainfall, temperature, and other factors
differing from the time measurements were made.
Review
4,
It is recommended that this firm be retained to review final design plans and
specifications. In the event that any changes in the nature, design, or location of the
structures are planned, the conclusions and recommendations contained in this report
shall not be considered valid unless the changes are reviewed and conclusions of the
report modified or verified in writing by Miller Engineering & Testing, Inc.
Construction
It is recommended that this firm be retained to provide soils engineering services during
the excavations and foundation construction phases of the work. This is to observe
compliance with the design concepts, specifications, or recommendations and to allow
design changes in the event that subsurface conditions differ from those anticipated prior
to the start of construction.
Use of Report
6.
This report has been prepared for the exclusive use of the Greenman-Pedersen, Inc. for
the proposed DW Highway & Graham Drive Traffic Signal Mast Arm located in
Nashua, NH in accordance with generally accepted soil and foundation engineering
practices. No other warranty, expressed or implied, is made.
This soil and foundation engineering report has been prepared for this project by Miller
Engineering & Testing, Inc. This report was completed for design purposes and may be
limited in its scope to prepare an accurate bid. Contractors wishing a copy of the report
may secure it with the understanding that its scope is limited to design considerations
only.
