UTS Job 22528 Report 20 Compressive Strength Report - Concrete 03-20-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 03-20-2019Compressive Strength Report - Concrete
Report No.20
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: 4 225CUBIC YARDS:
SET 1 LOCATION:SOD: NE Corner, Level 3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
V987 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 42,000 3,340 1
V988 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 54,000 4,300 1
V989 4 x 8 12.57 Good 03/20/19 04/17/19 28
V990 4 x 8 12.57 Good 03/20/19 04/17/19 28
V991 4 x 8 12.57 Good 03/20/19 04/17/19 28
Slump (in.)7 1/2
Air Temp. (F.)32
Conc Temp (F)62
Truck No.254
Ticket No.3660
Time 8:05
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:SOD: SE Corner, Level 3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
V992 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 46,000 3,660 1
V993 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 60,000 4,770 2
V994 4 x 8 12.57 Good 03/20/19 04/17/19 28
V995 4 x 8 12.57 Good 03/20/19 04/17/19 28
V996 4 x 8 12.57 Good 03/20/19 04/17/19 28
Slump (in.)7
Air Temp. (F.)34
Conc Temp (F)68
Truck No.239
Ticket No.3667
Time 8:45
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:SOD: SW Corner, Level 3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
V982 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 43,500 3,460 2
V983 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 59,000 4,690 2
V984 4 x 8 12.57 Good 03/20/19 04/17/19 28
V985 4 x 8 12.57 Good 03/20/19 04/17/19 28
V986 4 x 8 12.57 Good 03/20/19 04/17/19 28
Slump (in.)7 1/2
Air Temp. (F.)35
Conc Temp (F)64
Truck No.242
Ticket No.3675
Time 9:30
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:SOD: SW Corner, Level 3
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 03-20-2019Compressive Strength Report - Concrete
Report No.20
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
W001 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 45,000 3,580 2
W002 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 57,000 4,530 2
W003 4 x 8 12.57 Good 03/20/19 04/17/19 28
W004 4 x 8 12.57 Good 03/20/19 04/17/19 28
W005 4 x 8 12.57 Good 03/20/19 04/17/19 28
Slump (in.)7
Air Temp. (F.)35
Conc Temp (F)71
Truck No.255
Ticket No.3683
Time 10:30
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*Light-Weight, MRWR, 2% Non Cloride Accel. Same Day Call In. Cylinders Received 3-
21-19
Inspector Premium Travel
Name Time Hours Time
Jordan Depina No Min Day .5 Hr(s)
Chris King No Min Day .5 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 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 03-20-2019Compressive Strength Report - Concrete
Report No.20
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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 03-20-2019Compressive Strength Report - Concrete
Report No.20
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:SOD: Hotel, Level 3
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X X
Other:Screed
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
Slump Specification (in.)6 (+/-) 1
Number of slumps out of specification reported to
If rejected
Approved by
Remarks: