UTS Job 23418 Report 29 Soil Inspection Report 08-12-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-12-2019Soil Inspection Report
Report No.29
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
WEATHER:Partly cloudy 70-80°
TIME:7:00 AM
CONTACT:Bob Levesque of Fulcrum Associates
PURPOSE:Observe earthwork construction
EQUIPMENT:Deere 450C, 380G, 75G & 992E Excavators; Wacker DPU 6555 & 200Lb. Plate
Compactors, CAT 980 & 950 Loaders, and Ingersoll Rand 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.
Installation of water main utilities continued at the ENE side of proposed building 2 (see
sketch). The excavation was carried down to design elevation utilizing the Deere 380 excavator. The 6"
and 4" diameter class 52 CLDI piping was installed and bedded in clean imported bedding sand. All
appropriate tees, bends, valves, solid sleeves and fittings were used for the installation. Pre-
fabricated welded flange piping was used for risers in the building. Boulders were used as thrust
blocks. The approach to the building was previously prepared by removing existing tannin bark fill from
the area and replacing the material with compacted structural fill. This area will eventually become an
access drive to the building trash room. The core through the foundation wall was oversized two pipe
sizes (10" core for 6" pipe and 8" core for 4" pipe). Link seal was used at each location. The
utilities were backfilled using the same material generated during excavation generally consisting of F
- C gravel and sand, trace silt placing. 12 - 18" thick lifts were placed and graded. Each lift was
compacted employing several passes of coverage utilizing the heavy Wacker plate compactor exhibiting
stable/firm conditions.
Inspector Premium Travel
Name Time Hours Time
M. Chace No 8.00 1 Hr(s)
REVIEWED BY:Chuck Fraser
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-12-2019Soil Inspection Report
Report No.29
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
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
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-12-2019
Report No.29
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment