UTS Job 23300 Report 11 Compressive Strength Report - Concrete 01-30-2020 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 01-30-2020Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.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 30CUBIC YARDS:
SET 1 LOCATION:SOD: Line D at 1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M179 4.00 x 8.00 12.57 Good 01/30/20 02/06/20 7 49,000 3,900 2
M180 4 x 8 12.57 Good 01/30/20 02/13/20 14
M181 4 x 8 12.57 Good 01/30/20 02/27/20 28
M182 4 x 8 12.57 Good 01/30/20 02/27/20 28
M183 4 x 8 12.57 Good 01/30/20 02/27/20 28
Slump (in.)5 1/2
Air Temp. (F.)23
Conc Temp (F)69
Truck No.170
Ticket No.9668
Time 8:05
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 2-3-2020.
Inspector Premium Travel
Name Time Hours Time
Thomas Cunningham 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 01-30-2020Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.MacLellan
cc:Symes Associates, Mark Livesey
Seger Architects Dan Ricciarelli
McBrie, LLC Michael Perham
McBrie, LLC Laura M. Bates
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 01-30-2020Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.MacLellan
FIELD SUMMARY REPORT
Total Pour:SOD: Lines D-E at 1-4;
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 +/- 1
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 01-30-2020
Report No.11
Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Attachment