UTS Job 23299 Report 4 Compressive Strength Report - Concrete 06-07-2019 (003) Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-07-2019Compressive Strength Report - Concrete
Report No.4
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 20CUBIC YARDS:
SET 1 LOCATION:Wall: Column Line M at 4
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
A820 4.00 x 8.00 12.57 Good 06/07/19 06/14/19 7 45,000 3,580 1
A821 4 x 8 12.57 Good 06/07/19 06/21/19 14
A822 4 x 8 12.57 Good 06/07/19 07/05/19 28
A823 4 x 8 12.57 Good 06/07/19 07/05/19 28
A824 4 x 8 12.57 Good 06/07/19 07/05/19 28
Slump (in.)4
Air Temp. (F.)70
Conc Temp (F)68
Truck No.247
Ticket No.7180
Time 3:40
Unit Wt lbs/cu ft
Air Content (%)5.5
GENERAL REMARKS:Cylinders Received 6-10-19
Inspector Premium Travel
Name Time Hours Time
William Fitzpatrick No Max 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
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Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-07-2019Compressive Strength Report - Concrete
Report No.4
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 06-07-2019Compressive Strength Report - Concrete
Report No.4
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 Line M at 1-5
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.)4-6
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 06-07-2019
Report No.4
Job Number 23299
Project North Building,136 Canal St.,Salem, MA
Attachment