UTS Job 23299 Report 1 Compressive Strength Report - Concrete 06-03-2019-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-03-2019Compressive Strength Report - Concrete
Report No.1
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:3000# 3/4"No. Of Sets:1 44CUBIC YARDS:
SET 1 LOCATION:Footing; Column lines F - 6
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Z068 4.00 x 8.00 12.57 Good 06/03/19 06/10/19 7 26,500 2,110 1
Z069 4.00 x 8.00 12.57 Good 06/03/19 06/17/19 14 40,000 3,180 2
Z070 4 x 8 12.57 Good 06/03/19 07/01/19 28
Z071 4 x 8 12.57 Good 06/03/19 07/01/19 28
Z072 4 x 8 12.57 Good 06/03/19 07/01/19 28
Slump (in.)5 1/2
Air Temp. (F.)65
Conc Temp (F)73
Truck No.239
Ticket No.6837
Time 1:30
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 06/04/19.
Inspector Premium Travel
Name Time Hours Time
Mark Geraci 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 06-03-2019Compressive Strength Report - Concrete
Report No.1
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 06-03-2019Compressive Strength Report - Concrete
Report No.1
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:Footing; Column lines A - N, F at 6 - 10
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 06-03-2019
Report No.1
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment