UTS Job 23418 Report 3 Compressive Strength Report - Grout 10-31-2019 (002) Page 1
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Report Date 10-31-2019Compressive Strength Report - Grout
Report No.3
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.Aggregate Industries
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-476 C-1019 C-1064 C-143
C-39 C-617ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS GROUT:3000# No. Of Sets:1 CUBIC YARDS:
SET 1 LOCATION:Building 1, stair wall, column line G at 13, first lift
Total Unit
Lab Size Area Date Date Age Load Load
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)
K906 3 x 3 x 6 9.00 Good 10/31/2019 11/07/2019 7 29,000 3,220
K907 3 x 3 x 6 9.00 Good 10/31/2019 11/28/2019 28 40,000 4,440
K908 3 x 3 x 6 9.00 Good 10/31/2019 11/28/2019 28 38,000 4,220
K909 3 x 3 x 6 9.00 Good 10/31/2019 11/28/2019 28 40,500 4,500
Slump (in.)9
Air Temp (F.)64
Grout Temp (F.)67
Truck No.
Ticket No.
Time 9:40
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
M. Chace No
REVIEWED BY:Bryan M. Crabtree
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