UTS Job 23299 Report 3 Compressive Strength Report - Concrete 06-06-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-06-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:4000# 3/4"No. Of Sets:1 33CUBIC YARDS:
SET 1 LOCATION:Basement Walls: Column Line A-F at 1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
A656 4.00 x 8.00 12.57 Good 06/06/19 06/13/19 7 46,000 3,660 1
A657 4 x 8 12.57 Good 06/06/19 06/20/19 14
A658 4 x 8 12.57 Good 06/06/19 07/04/19 28
A659 4 x 8 12.57 Good 06/06/19 07/04/19 28
A660 4 x 8 12.57 Good 06/06/19 07/04/19 28
Slump (in.)5
Air Temp. (F.)61
Conc Temp (F)70
Truck No.201
Ticket No.3976
Time 11:15
Unit Wt lbs/cu ft
Air Content (%)6.0
GENERAL REMARKS:Cylinders Received 6-10-19. Due to an internal system error, there will be no
report #2.
Inspector Premium Travel
Name Time Hours Time
Gary Plante No
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 06-06-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
cc:Symes Associates, Inc. Mark Livesey
Seger Architects Dan Ricciarelli
McBrie, LLC Michael Perham, P.E.
McBrie, LLC Bob Whitton
City of Salem Steve Cummings
Meninno Construction Tom Pascuccio
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-06-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Walls: Column Line A-F at 1, 1-5 at A
Method of Placement:Pump Chute Discharge Bucket Other
Other:
Vibrator OtherMethod of Concrete Consolidation:X
Other:
Cylinder Fabrication Location:Truck Discharge Chute End of Pump Hose
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat NoneX
Other
Slump Specification (in.)5 (+/-) 1
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 06-06-2019
Report No.3
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment