UTS Job 23300 Report 4 Compressive Strength Report - Concrete 09-30-2019-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-30-2019Compressive Strength Report - Concrete
Report No.4
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,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 29CUBIC YARDS:
SET 1 LOCATION:Foundation Wall: Column Line B at 1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
W845 4.00 x 8.00 12.57 Good 09/30/19 10/07/19 7 32,500 2,590 2
W846 4.00 x 8.00 12.57 Good 09/30/19 10/14/19 14 41,000 3,260 1
W847 4.00 x 8.00 12.57 Good 09/30/19 10/28/19 28 45,000 3,580 2
W848 4.00 x 8.00 12.57 Good 09/30/19 10/28/19 28 45,500 3,620 3
W849 4.00 x 8.00 12.57 Good 09/30/19 10/28/19 28 47,500 3,780 2
Slump (in.)5
Air Temp. (F.)58
Conc Temp (F)72
Truck No.235
Ticket No.2481
Time 2:15
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 10-1-19
Inspector Premium Travel
Name Time Hours Time
Thomas Cunningham 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 09-30-2019Compressive Strength Report - Concrete
Report No.4
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. 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 09-30-2019Compressive Strength Report - Concrete
Report No.4
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Foundation Walls: Column Line A-B at 1, A at 1-3, A.8 at 1-2
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 09-30-2019
Report No.4
Job Number 23300
Project South Residential,124 Ocean Ave,Salem,M
Attachment