UTS Job 23418 Report 44 Soil Inspection Report 09-03-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-03-2019Soil Inspection Report
Report No.44
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
WEATHER:Partly cloudy 70°
TIME:7:00 AM
CONTACT:Bob Levesque of Fulcrum Associates
PURPOSE:Observe earthwork construction
EQUIPMENT:Deere 450C, 380G, 75G & 992E Excavator, Wacker DPU 6555 & 200Lb. Plate
Compactors, CAT 980 & 950 Loaders & IR Pro Pac 110 Series 10 ton Drum
Roller
TEST METHOD:Sand Cone Nuclear Densometer
TITLE:Inspector Staff Engineer EngineerX
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for: Footing trench excavation.
Footing trench excavation was performed for the perimeter foundation within the NW limits of proposed
building #1 (see sketch). The trench was excavated to design elevation utilizing the Deere 450
excavator equipped with a flat cutting edge (flared teeth) to minimize sub grade disturbance. Ground
improvements were previously completed in this area by installing GCC deep foundation elements. The
elements were previously excavated to design cutoff elevation. The area was over excavated a minimum 6"
below design BOF elevation to provide a cushion/base of material between the elements and the footing.
All GCC elements were carefully located and exposed during excavation. The sub grade soil in this area
is either urban fill containing wood, ash, brick, slag etc. or tannin bark. The excavation falls on the
strata transition from urban fill to tannin bark. Minor amounts of imported gravel was encountered at
footing sub grade elevation within a few locations. A layer of mirafi 160 filter fabric was placed atop
the sub grade. A 6 - 12" thick layer of ¾" crushed stone was placed and graded. The surface of the
stone was compacted utilizing the heavy plate compactor generally exhibiting stable/firm conditions.
Inspector Premium Travel
Name Time Hours Time
M. Chace No 8.00 1 Hr(s)
REVIEWED BY:Chuck Fraser
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Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-03-2019Soil Inspection Report
Report No.44
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
cc:Fulcrum Associates Bob Levesque
Fulcrum Associates Brad Scott
Fulcrum Associates Darrin Standish
DMS Design Sid Silveira
DMS Design Dan Skolski
City of Salem Steve Cummings
Veitas & Veitas Linas Dabrila
DSF Group Paul Bowie
DSF Group Benjamin Greene
Fulcrum Group Patricia Dwyer
UTS Matt Chace
DSF Flint Salem LLC Dimitri Kourtis
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-03-2019
Report No.44
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment