UTS Job 22528 Report 14 Compressive Strength Report - Concrete 11-30-2018 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-30-2018Compressive Strength Report - Concrete
Report No.14
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:3 88CUBIC YARDS:
SET 1 LOCATION:Wall: Line Y.3 at 39.5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L853 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 21,000 1,670 1
L854 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 34,500 2,740 2
L855 4 x 8 12.57 Good 11/30/18 12/14/18 14
L856 4 x 8 12.57 Good 11/30/18 12/28/18 28
L857 4 x 8 12.57 Good 11/30/18 12/28/18 28
L858 4 x 8 12.57 Good 11/30/18 12/28/18 28
Slump (in.)5
Air Temp. (F.)45
Conc Temp (F)71
Truck No.249
Ticket No.0742
Time 1:45
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Wall: Line 44 at X.1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L847 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 18,500 1,470 2
L848 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 33,500 2,670 1
L849 4 x 8 12.57 Good 11/30/18 12/14/18 14
L850 4 x 8 12.57 Good 11/30/18 12/28/18 28
L851 4 x 8 12.57 Good 11/30/18 12/28/18 28
L852 4 x 8 12.57 Good 11/30/18 12/28/18 28
Slump (in.)6 1/2
Air Temp. (F.)40
Conc Temp (F)69
Truck No.257
Ticket No.7851
Time 3:20
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Wall: Line X.1 at 45
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L841 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 20,000 1,590 2
L842 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 29,000 2,310 2
L843 4 x 8 12.57 Good 11/30/18 12/14/18 14
L844 4 x 8 12.57 Good 11/30/18 12/28/18 28
L845 4 x 8 12.57 Good 11/30/18 12/28/18 28
L846 4 x 8 12.57 Good 11/30/18 12/28/18 28
Slump (in.)6
Air Temp. (F.)40
Conc Temp (F)68
Truck No.255
Ticket No.7853
Time 4:15
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 12-3-18. Same day call in.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-30-2018Compressive Strength Report - Concrete
Report No.14
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
Inspector Premium Travel
Name Time Hours Time
Colin Begin No Max 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.
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 11-30-2018Compressive Strength Report - Concrete
Report No.14
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:Walls: Line Y.3 at 39-45, 37-39 at X.1
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.)4 to 7
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 11-30-2018
Report No.14
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment