UTS Job 22528 Report 12 Compressive Strength Report - Concrete 11-27-2018 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-27-2018Compressive Strength Report - Concrete
Report No.12
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# 3/4"No. Of Sets:2 50CUBIC YARDS:
SET 1 LOCATION:Wall, column lines J16-J15
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
K254 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 27,000 2,150 2
K255 4 x 8 12.57 Good 11/27/18 12/11/18 14
K256 4 x 8 12.57 Good 11/27/18 12/25/18 28
K257 4 x 8 12.57 Good 11/27/18 12/25/18 28
K258 4 x 8 12.57 Good 11/27/18 12/25/18 28
Slump (in.)6 1/2
Air Temp. (F.)43
Conc Temp (F)67
Truck No.253
Ticket No.161505
Time 2:00
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Wall, column lines 7.1-7.3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
K249 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 25,000 1,990 1
K250 4 x 8 12.57 Good 11/27/18 12/11/18 14
K251 4 x 8 12.57 Good 11/27/18 12/25/18 28
K252 4 x 8 12.57 Good 11/27/18 12/25/18 28
K253 4 x 8 12.57 Good 11/27/18 12/25/18 28
Slump (in.)6 1/2
Air Temp. (F.)43
Conc Temp (F)68
Truck No.236
Ticket No.7783
Time 3:51
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 11/28/2018; Same day call in.
Inspector Premium Travel
Name Time Hours Time
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
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-27-2018Compressive Strength Report - Concrete
Report No.12
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-27-2018Compressive Strength Report - Concrete
Report No.12
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:Wall, column line J16-J15, 7.1-7.3
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 1/2 - 6 1/2
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:Ticket numbers on batch slips had duplicate numbers, the superintendent was
notified.
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-27-2018
Report No.12
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment