UTS Job 23299 Report 9 Compressive Strength Report - Concrete 09-10-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-10-2019Compressive Strength Report - Concrete
Report No.9
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-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:4000# 3/4"No. Of Sets:1 22CUBIC YARDS:
SET 1 LOCATION:SOD; Column lines B at 4.5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
P545 4.00 x 8.00 12.57 Good 09/10/19 09/17/19 7 37,500 2,980 2
P546 4.00 x 8.00 12.57 Good 09/10/19 09/24/19 14 50,000 3,980 2
P547 4.00 x 8.00 12.57 Good 09/10/19 10/08/19 28 61,000 4,850 3
P548 4.00 x 8.00 12.57 Good 09/10/19 10/08/19 28 56,000 4,460 5
P549 4.00 x 8.00 12.57 Good 09/10/19 10/08/19 28 57,500 4,570 4
Slump (in.)5
Air Temp. (F.)65
Conc Temp (F)74
Truck No.241
Ticket No.1424
Time 7:25
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 09/12/19.
Inspector Premium Travel
Name Time Hours Time
William Fitzpatrick 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 09-10-2019Compressive Strength Report - Concrete
Report No.9
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
Symes Associates, Inc. Accounts Payable
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 09-10-2019Compressive Strength Report - Concrete
Report No.9
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:SOD; Column lines C - E at 3 - 8
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 NoneX
Other
Slump Specification (in.)4-7
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 09-10-2019
Report No.9
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment