UTS Job 22528 Report 18 Compressive Strength Report - Concrete 01-16-2019-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 01-16-2019Compressive Strength Report - Concrete
Report No.18
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:1 50CUBIC YARDS:
SET 1 LOCATION:Footing, column lines 34-41
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
C182 4.00 x 8.00 12.57 Good 01/16/19 01/23/19 7 32,500 2,590 1
C183 4.00 x 8.00 12.57 Good 01/16/19 01/30/19 14 45,500 3,620 2
C184 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 57,000 4,530 1
C185 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 56,500 4,490 2
C186 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 58,000 4,610 1
Slump (in.)6
Air Temp. (F.)36
Conc Temp (F)61
Truck No.117
Ticket No.152072
Time 2:15
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 01/21/2019.
Inspector Premium Travel
Name Time Hours Time
Marquisse Silva 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 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 01-16-2019Compressive Strength Report - Concrete
Report No.18
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 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 01-16-2019Compressive Strength Report - Concrete
Report No.18
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:Footing, column lines 34-41; pier, column lines F16-F28
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
Other
Placement Protection:Thermal Blankets Heat None
Other
Slump Specification (in.)5-6
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 01-16-2019
Report No.18
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment