UTS Job 22528 Report 29 Compressive Strength Report - Concrete 07-24-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-24-2019Compressive Strength Report - Concrete
Report No.29
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:5000# 3/8"No. Of Sets: 4 165CUBIC YARDS:
SET 1 LOCATION:SOD level 64 at 31
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T887 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 46,500 3,700 2
T888 4 x 8 12.57 Good 07/24/19 08/07/19 14
T889 4 x 8 12.57 Good 07/24/19 08/21/19 28
T890 4 x 8 12.57 Good 07/24/19 08/21/19 28
T891 4 x 8 12.57 Good 07/24/19 08/21/19 28
Slump (in.)7, 6
Air Temp. (F.)66
Conc Temp (F)79
Truck No.200
Ticket No.9002
Time 8:00
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:SOD level 64 at 37
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T872 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 44,000 3,500 1
T873 4 x 8 12.57 Good 07/24/19 08/07/19 14
T874 4 x 8 12.57 Good 07/24/19 08/21/19 28
T875 4 x 8 12.57 Good 07/24/19 08/21/19 28
T876 4 x 8 12.57 Good 07/24/19 08/21/19 28
Slump (in.)7, 6
Air Temp. (F.)67
Conc Temp (F)80
Truck No.253
Ticket No.9029
Time 8:35
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:SOD level 64 at 44
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T902 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 45,000 3,580 2
T903 4 x 8 12.57 Good 07/24/19 08/07/19 14
T904 4 x 8 12.57 Good 07/24/19 08/21/19 28
T905 4 x 8 12.57 Good 07/24/19 08/21/19 28
T906 4 x 8 12.57 Good 07/24/19 08/21/19 28
Slump (in.)*
Air Temp. (F.)73
Conc Temp (F)79
Truck No.188
Ticket No.9039
Time 9:35
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:SOD level 64 at 49
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-24-2019Compressive Strength Report - Concrete
Report No.29
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
T892 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 42,000 3,340 1
T893 4 x 8 12.57 Good 07/24/19 08/07/19 14
T894 4 x 8 12.57 Good 07/24/19 08/21/19 28
T895 4 x 8 12.57 Good 07/24/19 08/21/19 28
T896 4 x 8 12.57 Good 07/24/19 08/21/19 28
Slump (in.)6, 5
Air Temp. (F.)73
Conc Temp (F)81
Truck No.249
Ticket No.9050
Time 10:35
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*Two slumps set 3 - 6 1/2, 5/2. Same day call in. Cylinders received on 7-28-19.
Inspector Premium Travel
Name Time Hours Time
D. Montello No Min Day .5 Hr(s)
Zean Bradley No Min 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.
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-24-2019Compressive Strength Report - Concrete
Report No.29
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 07-24-2019Compressive Strength Report - Concrete
Report No.29
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 level 64 at 19-53
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 6
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 07-24-2019
Report No.29
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment