UTS Job 23432 Report 1 Compressive Strength Report - Concrete 06-04-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23432
Project FW Webb,295 Bridge St.,Salem, MA
Contractor Green Leaf Construction
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 24CUBIC YARDS:
SET 1 LOCATION:Footing: Column Line B at 7
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Z578 4.00 x 8.00 12.57 Good 06/04/19 06/11/19 7 27,500 2,190 1
Z579 4 x 8 12.57 Good 06/04/19 06/18/19 14
Z580 4 x 8 12.57 Good 06/04/19 07/02/19 28
Z581 4 x 8 12.57 Good 06/04/19 07/02/19 28
Z582 4 x 8 12.57 Good 06/04/19 07/02/19 28
Slump (in.)4 3/4
Air Temp. (F.)57
Conc Temp (F)69
Truck No.239
Ticket No.6865
Time 8:41
Unit Wt lbs/cu ft
Air Content (%)4.5
GENERAL REMARKS:Cylinders Received 6-6-19
Inspector Premium Travel
Name Time Hours Time
Greg Quinno 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 06-04-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23432
Project FW Webb,295 Bridge St.,Salem, MA
Contractor Green Leaf Construction
Concrete Co.J.G. MacLellan
cc:Green Leaf Construction Nicole LaCroix
Green Leaf Construction Dan Spinney
City of Salem Steve Cummings
Green Leaf Construction James Caponigro
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23432
Project FW Webb,295 Bridge St.,Salem, MA
Contractor Green Leaf Construction
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Basement Stairwell Footing: Column Line A-B at 6-8
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 None
OtherX Caps
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 06-04-2019
Report No.1
Job Number 23432
Project FW Webb,295 Bridge St.,Salem, MA
Attachment