UTS Job 22528 Report 31 Compressive Strength Report - Concrete 02-11-2020-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020Compressive Strength Report - Concrete
Report No.31
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
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# 3/8"No. Of Sets: 6 275CUBIC YARDS:
SET 1 LOCATION:Slab on deck, slab 23, Southwest corner
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q799 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 34,000 2,700 2
Q800 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q801 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q802 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q803 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)8
Air Temp. (F.)37
Conc Temp (F)78
Truck No.242
Ticket No.168039
Time 5:05
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Slab on deck, slab 23, West wall
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q794 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 45,000 3,580 6
Q795 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q796 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q797 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q798 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)7 1/4
Air Temp. (F.)37
Conc Temp (F)79
Truck No.231
Ticket No.168043
Time 5:45
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Slab on deck, slab 23, Northwest
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q874 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 37,500 2,980 6
Q875 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q876 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q877 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q878 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)7
Air Temp. (F.)37
Conc Temp (F)78
Truck No.242
Ticket No.168048
Time 6:45
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:Slab on deck, slab 23, Southeast
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020Compressive Strength Report - Concrete
Report No.31
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q804 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 37,500 2,980 3
Q805 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q806 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q807 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q808 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)7 1/2
Air Temp. (F.)37
Conc Temp (F)77
Truck No.231
Ticket No.168053
Time 7:25
Unit Wt lbs/cu ft
Air Content (%)
SET 5 LOCATION:Slab on deck, slab 23, Northeast
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q824 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 35,000 2,780 6
Q825 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q826 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q827 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q828 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)7 1/2
Air Temp. (F.)39
Conc Temp (F)79
Truck No.200
Ticket No.168060
Time 8:40
Unit Wt lbs/cu ft
Air Content (%)
SET 6 LOCATION:Slab on deck, slab 23, East
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q809 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 35,000 2,780 6
Q810 4 x 8 12.57 Good 02/11/20 02/25/20 14
Q811 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q812 4 x 8 12.57 Good 02/11/20 03/10/20 28
Q813 4 x 8 12.57 Good 02/11/20 03/10/20 28
Slump (in.)7 1/2
Air Temp. (F.)39
Conc Temp (F)78
Truck No.232
Ticket No.168068
Time 9:35
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 02/12/2020; early morning rate charged 4:30 AM to 7:00 AM.
Inspector Premium Travel
Name Time Hours Time
Thomas Cunningham No Max Day .5 Hr(s)
Mark Geraci No Max Day .5 Hr(s)
REVIEWED BY:Bryan M. Crabtree
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020Compressive Strength Report - Concrete
Report No.31
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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.
cc:Dodge Area, llc Ken McClure
Opechee Construction Jeff Daigneault
Opechee Construction Jason Blaise
City of Salem Steve Cummings
Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020Compressive Strength Report - Concrete
Report No.31
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
FIELD SUMMARY REPORT
Total Pour:Slab on deck, slab 23
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 Field
X Other Inside building
Placement Protection:Thermal Blankets Heat NoneX
Other
Slump Specification (in.)6-8
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 5
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020
Report No.31
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment
UTS of Massachusetts, Inc. Page 6
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 02-11-2020
Report No.31
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment