UTS Job 23418 Report 66 Soil Inspection Report 10-10-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-10-2019Soil Inspection Report
Report No.66
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
WEATHER:Misty 52-54°
TIME:7:00 AM
CONTACT:Pat Madden of Fulcrum Associates
PURPOSE:Observe earthwork construction and perform field density test
EQUIPMENT:CAT 160H Grader, IR SD-122DX Single Drum Vibratory Roller
TEST METHOD:Sand Cone Nuclear DensometerX
TITLE:Inspector Staff Engineer Engineer
Maximum Field
Test Percent Dry Dry Percent Elevation
No.Moisture Density Density Compaction Location (Feet)
1 8.6 129.2 127.5 98.7 See Sketch PB
2 9.3 129.2 125.6 97.2 See Sketch PB
3 9.8 129.2 126.9 98.2 See Sketch PB
4 10.2 129.2 124.8 96.5 See Sketch PB
5 9.9 129.2 127.3 98.5 See Sketch PB
6 9.1 129.2 124.0 96.0 See Sketch PB
7 10.6 129.2 125.9 97.4 See Sketch PB
8 10.0 129.2 126.4 97.8 See Sketch PB
9 9.5 129.2 127.6 98.8 See Sketch PB
10 9.7 129.2 128.9 99.7 See Sketch PB
11 9.4 129.2 123.6 95.6 See Sketch PB
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for pavement base.
The writer observed the Flint Street entrance drive, building #2 parking lot, and the drive dividing
building #1 and #2 was field density tested.
Pit pipeline continues to place dense grade gravel (see sketch).
Compaction was performed with a 13 ton vibratory roller and exhibited stable conditions.
Soil description: Recycled material from offsite used as road base.
A total of 11 field density tests were performed using the ASTM D6938 Nuclear Densometer method of
testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Mr. Madden during this visit.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-10-2019Soil Inspection Report
Report No.66
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Inspector Premium Travel
Name Time Hours Time
S. Jenner No Min Day 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 10-10-2019
Report No.66
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment