UTS Job 22528 Report 22 Compressive Strength Report - Concrete 04-05-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019Compressive Strength Report - Concrete
Report No.22
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 142CUBIC YARDS:
SET 1 LOCATION:Slab at 16 Line, Back Corner
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
C909 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 37,000 2,940 1
C910 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 52,000 4,140 2
C911 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 72,500 5,770 1
C912 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 73,000 5,810 2
C913 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 74,500 5,930 1
Slump (in.)7
Air Temp. (F.)37
Conc Temp (F)63
Truck No.252
Ticket No.4324
Time 9:20
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Slab at 21 Line at Center Slab
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D214 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 47,000 3,740 2
D215 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 58,000 4,610 1
D216 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 64,000 5,090 3
D217 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 62,000 4,930 2
D218 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 65,000 5,170 1
Slump (in.)7
Air Temp. (F.)39
Conc Temp (F)70
Truck No.187
Ticket No.4342
Time 10:35
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Slab at 25 Line
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
C914 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 36,000 2,860 3
C915 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 49,000 3,900 2
C916 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 66,000 5,250 1
C917 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 64,000 5,090 2
C918 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 63,000 5,010 1
Slump (in.)6 1/2
Air Temp. (F.)40
Conc Temp (F)66
Truck No.249
Ticket No.4365
Time 12:00
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:Slab at 29 Line, Front Corner
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019Compressive Strength Report - Concrete
Report No.22
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
C919 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 35,000 2,780 2
C920 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 48,500 3,860 1
C921 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 74,000 5,890 1
C922 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 71,000 5,650 3
C923 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 71,500 5,690 2
Slump (in.)7
Air Temp. (F.)41
Conc Temp (F)71
Truck No.241
Ticket No.4375
Time 12:55
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*Light-Weight, MRWR, 1% Non Cloride Accel. Cylinders Received 4-8-19
Inspector Premium Travel
Name Time Hours Time
Jordan Depina 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 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019Compressive Strength Report - Concrete
Report No.22
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 04-05-2019Compressive Strength Report - Concrete
Report No.22
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: Line 16 to 29, Level 32
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 5
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019
Report No.22
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment