UTS Job 23418 Report 90 Soil Inspection Report 11-05-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-05-2019Soil Inspection Report
Report No.90
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
WEATHER:Overcast/rain 40-50°
TIME:7:00 AM
CONTACT:Pat Madden 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.
Foundation backfilling and slab sub base filling was performed within the eastern limits of
building 1. The backfill material used is 1.5" reprocessed material from the Caruso pit in Revere, MA.
A single 3 - 18" thick lift was placed and graded utilizing the Deere 75 excavator and bulldozer. The
gravel was compacted employing several passes of coverage utilizing the Wacker ½ ton plate compactor
and small IR drum roller exhibiting stable/firm conditions.
Fine grading and compaction of slab base course materials was completed within the Amenity space
of building 2. The majority of base course material was previously placed within this area. Minor cuts
and fills were performed on this date utilizing the Deere mini excavator and skid loader. This material
is ½" reprocessed material from the Caruso pit in Revere, MA. The material was fine graded and
compacted on this date utilizing the Wacker ½ ton plate compactor and small IR drum roller exhibiting
stable/firm conditions.
Exterior foundation backfilling was performed along the southern perimeter of building 1. The
material used is onsite generated common fill generally consisting of F - M sand, some gravel, little
silt. The material was compacted utilizing the Wacker plate compactor exhibiting stable/firm
conditions.
Inspector Premium Travel
Name Time Hours Time
M. Chace No 8.00 1 Hr(s)
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-05-2019Soil Inspection Report
Report No.90
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
REVIEWED BY:Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc:Fulcrum Associates Pat Madden
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
Fulcrum Associates Bob Levesque
DSF Advisors Thomas Mazza
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-05-2019
Report No.90
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-05-2019
Report No.90
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment