UTS Job 22528 Report 27 Compressive Strength Report - Concrete 06-26-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-26-2019Compressive Strength Report - Concrete
Report No.27
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 71CUBIC YARDS:
SET 1 LOCATION:Slab; Column lines V10 - M8
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H493 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 42,000 3,340 1
H494 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 55,000 4,380 3
H495 4 x 8 12.57 Good 06/26/19 07/24/19 28
H496 4 x 8 12.57 Good 06/26/19 07/24/19 28
H497 4 x 8 12.57 Good 06/26/19 07/24/19 28
Slump (in.)6,5 1/2
Air Temp. (F.)68
Conc Temp (F)70
Truck No.117
Ticket No.7887
Time 7:40
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Slab; Column lines M8
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H508 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 37,500 2,980 1
H509 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 50,000 3,980 1
H510 4 x 8 12.57 Good 06/26/19 07/24/19 28
H511 4 x 8 12.57 Good 06/26/19 07/24/19 28
H512 4 x 8 12.57 Good 06/26/19 07/24/19 28
Slump (in.)6 1/2,6
Air Temp. (F.)68
Conc Temp (F)71
Truck No.260
Ticket No.7897
Time 9:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 06/28/19.
Inspector Premium Travel
Name Time Hours Time
Gary Plante 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 06-26-2019Compressive Strength Report - Concrete
Report No.27
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 06-26-2019Compressive Strength Report - Concrete
Report No.27
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; Column lines V10 - M8
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(+/-)2
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 06-26-2019
Report No.27
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment