UTS Job 23299 Report 7 Compressive Strength Report - Concrete 06-13-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-13-2019Compressive Strength Report - Concrete
Report No.7
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:3000# 3/4"No. Of Sets:1 22CUBIC YARDS:
SET 1 LOCATION:Wall, column line 5 at A
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E327 4.00 x 8.00 12.57 Good 06/13/19 06/20/19 7 27,500 2,190 2
E328 4.00 x 8.00 12.57 Good 06/13/19 06/27/19 14 45,500 3,620 1
E329 4 x 8 12.57 Good 06/13/19 07/11/19 28
E330 4 x 8 12.57 Good 06/13/19 07/11/19 28
E331 4 x 8 12.57 Good 06/13/19 07/11/19 28
Slump (in.)6
Air Temp. (F.)59
Conc Temp (F)68
Truck No.242
Ticket No.157403
Time 10:40
Unit Wt lbs/cu ft
Air Content (%)4.0
GENERAL REMARKS:Cylinders received on 06/19/2019.
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 06-13-2019Compressive Strength Report - Concrete
Report No.7
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 06-13-2019Compressive Strength Report - Concrete
Report No.7
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:Wall, column lines 5 and 6 at A
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.)5 +/- 2
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 06-13-2019
Report No.7
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment