UTS Job 23299 Report 6 Compressive Strength Report - Concrete 06-11-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-11-2019Compressive Strength Report - Concrete
Report No.6
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 33CUBIC YARDS:
SET 1 LOCATION:Footing: Column Line 5 at H.5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
C790 4.00 x 8.00 12.57 Good 06/11/19 06/18/19 7 36,000 2,860 2
C791 4.00 x 8.00 12.57 Good 06/11/19 06/25/19 14 43,000 3,420 2
C792 4 x 8 12.57 Good 06/11/19 07/09/19 28
C793 4 x 8 12.57 Good 06/11/19 07/09/19 28
C794 4 x 8 12.57 Good 06/11/19 07/09/19 28
Slump (in.)5
Air Temp. (F.)71
Conc Temp (F)76
Truck No.258
Ticket No.7272
Time 1:20
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 6-14-19
Inspector Premium Travel
Name Time Hours Time
Anthony Nett 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
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Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-11-2019Compressive Strength Report - Concrete
Report No.6
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 06-11-2019Compressive Strength Report - Concrete
Report No.6
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 Line 5 at J-E.5, G at J-E.5, 2 at L.s, K, J, H, F, E.5, D, B
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.)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 06-11-2019
Report No.6
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment