UTS Job 23418 Report 54 Soil Inspection Report 09-18-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-18-2019Soil Inspection Report
Report No.54
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
WEATHER:Partly cloudy 60-70°
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.
Exterior foundation backfilling was performed @ the ENE side of proposed building 2. The
foundation drain was previously installed. The backfill material used is either onsite generated common
fill or onsite processed structural fill. The majority of material used is onsite generated common fill
consisting of F-C gravel and sand, little silt. The structural fill was used at the entrance and trash
room approach. It was discussed with the general and site contractor that structural fill is specified
for unbalanced foundation wall backfill and onsite material does not meet the gradation requirements.
Furthermore, the onsite material has an approximate organic content of 11% and should be amended when
used within 4" of finished grade within pavement/sidewalk areas. Approximately 18" thick lifts were
placed and graded. Each lift was compacted utilizing the wacker plate compactor exhibiting stable/firm
conditions.
Installation of a hydrant was performed @ the SSW side of building 2. The 6" diameter CLDI piping
was installed and connected to the previously installed tee with all the appropriate parts and
fittings. The hydrant was installed and the piping was bedded in clean imported sand. A boulder was
used as a thrust block. The trench was backfilled using the same material generated during excavation
generally consisting of F - C gravel and sand trace silt. 12 - 18" thick lifts were placed and graded.
Each lift was compacted utilizing the heavy Wacker plate compactor exhibiting stable/firm conditions.
Installation of light pole bases continued on the project. The precast bases were set and backfilled on
this date.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-18-2019Soil Inspection Report
Report No.54
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Water main tapping was performed @ the Mason street entrance. Minimal intermittent inspection was
performed within this area on this date.
Inspector Premium Travel
Name Time Hours Time
M. Chace No 8.00 1 Hr(s)
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 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 09-18-2019
Report No.54
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment