UTS Job 23418 Report 17 Compressive Strength Report - Concrete 07-09-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-09-2019Compressive Strength Report - Concrete
Report No.17
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. MacLellan
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4"No. Of Sets:1 30CUBIC YARDS:
SET 1 LOCATION:Wall; Column lines A at 17, Building #2
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M600 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 32,500 2,590 1
M601 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 39,000 3,100 1
M602 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 49,000 3,900 2
M603 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 47,500 3,780 1
M604 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 44,000 3,500 2
Slump (in.)5
Air Temp. (F.)80
Conc Temp (F)80
Truck No.164
Ticket No.8448
Time 1:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 07/10/19.
Inspector Premium Travel
Name Time Hours Time
Jordan Depina No Min Day 1 Hr(s)
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-09-2019Compressive Strength Report - Concrete
Report No.17
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. MacLellan
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 Riley Bourque
UTS Matt Chace
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-09-2019Compressive Strength Report - Concrete
Report No.17
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Walls; Building #2, Column lines A at 17
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X
Other:
Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat None
Other
Slump Specification (in.)3-5
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-09-2019
Report No.17
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment