SI Neen S A Se SO OYE Dae STE Ext
GEOTECHNICAL / SOIL BORINGS / ENVIRONMENTAL / SOILS / CONCRETE / MASONRY / STEEL / ROOFING / ASPHALT INSPECTION
Mail all correspondence to:
400 SHEFFIELD AD. » RO. BOX 4776 « MANCHESTER, NEW HAMPSHIRE 03108-4776 * TELEPHONE (603) 668-6015 © FAX (603) 668-8641
April 22, 2016
Mr. Sean James, P.E.
HOYLE TANNER & ASSOCIATES
150 Dow Street
Manchester, NH 03101
RE: Subsurface Investigation
Mine Falls Pedestrian Bridge
Nashua, New Hampshire Ref. File 225-16
Dear Mr. James:
Miller Engineering & Testing, Inc. is pleased to submit this proposal for consideration to
perform a subsurface investigation for the Heritage Trail to Mine Falls Pedestrian Bridge located
in Nashua, New Hampshire.
It is our understanding that the subsurface investigation will consist of two (2) test borings at the
proposed bridge location. The test borings will be advanced to depths of 50-feet. Locations of
the test borings shall be marked in the field by Hoyle Tanner & Associates, ME&T will notify
Dig Safe for underground utility clearance.
The borings will be performed in accordance with the following:
ral
* Standard Penetration Tests (SPT) - These tests will be performed using a 1-3/8 inch inside-
diameter split-spoon sampler in conformance with ASTM Designation D-1586.
e Test Interval - SPT will be performed at the ground surface and continuous intervals or strata
changes.
e Depth of explorations -Two (2) test borings will be advanced to depths of 50-feet or refusal.
° Groundwater Elevation - Groundwater measurements will be made at each borehole location
following drilling.
CORPORATE OFFICE: 100 SHEFFIELD AQ. « PO. BOX 4776 * MANCHESTER, NH 03108-4776 « TEL. (609) 668-6016 « FAX (B03) 668-8641
430 EAST MAIN ST. ¢ PG. BOX 11 ¢ NORTHBORQUGH, MASSACHUSETTS 01532 e TEL. (508) 383-2607 + FAX (508) 393-8490
474 DORCHESTER AVENUE « BOSTON, MASSACHUSETTS 0212? « TEL. (617) 269-8829 « FAX {817) 268-8837
