UTS Job 23418 Report 4 Compressive Strength Report - Grout 11-04-2019 (002)-Page 1
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Report Date 11-04-2019Compressive Strength Report - Grout
Report No.4
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.On-site
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# Fine No. Of Sets:1 CUBIC YARDS:
SET 1 LOCATION:Walls; Building 1, Stair 2, 2nd Lift, Course 7-12
Total Unit
Lab Size Area Date Date Age Load Load
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)
K890 3 x 3 x 6 9.00 Good 11/04/2019 11/11/2019 7 17,000 1,890
K891 3 x 3 x 6 9.00 Good 11/04/2019 12/02/2019 28 29,000 3,220
K892 3 x 3 x 6 9.00 Good 11/04/2019 12/02/2019 28 28,000 3,110
K893 3 x 3 x 6 9.00 Good 11/04/2019 12/02/2019 28 30,000 3,330
Slump (in.)
Air Temp (F.)
Grout Temp (F.)
Truck No.
Ticket No.
Time
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