UTS Job 22528 Report 11 Compressive Strength Report - Concrete 11-16-2018-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-16-2018Compressive Strength Report - Concrete
Report No.11
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-231
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 144CUBIC YARDS:
SET 1 LOCATION:Footing, column line V at A
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H831 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 31,000 2,470 2
H832 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 39,500 3,140 1
H833 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 3
H834 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,500 3,940 2
H835 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,500 4,020 1
Slump (in.)5 1/2
Air Temp. (F.)43
Conc Temp (F)63
Truck No.242
Ticket No.027621
Time 9:35
Unit Wt lbs/cu ft
Air Content (%)5.6
SET 2 LOCATION:Footing, column line W at A
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H826 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 30,000 2,390 1
H827 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 38,500 3,060 2
H828 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,000 3,900 1
H829 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2
H830 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,000 3,980 1
Slump (in.)6
Air Temp. (F.)42
Conc Temp (F)60
Truck No.231
Ticket No.027626
Time 11:00
Unit Wt lbs/cu ft
Air Content (%)5.6
SET 3 LOCATION:Footing, column line X at A
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H926 4 x 8 12.57 Good 11/16/18 11/23/18 7 32,000 2,550 1
H927 4 x 8 12.57 Good 11/16/18 11/30/18 14 41,000 3,260 3
H928 4 x 8 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2
H929 4 x 8 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 1
H930 4 x 8 12.57 Good 11/16/18 12/14/18 28 52,500 4,180 3
Slump (in.)5
Air Temp. (F.)40
Conc Temp (F)67
Truck No.254
Ticket No.027633
Time 12:10
Unit Wt lbs/cu ft
Air Content (%)5.2
SET 4 LOCATION:Footing, column line Y at A
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-16-2018Compressive Strength Report - Concrete
Report No.11
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
H846 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 27,000 2,150 1
H847 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 34,500 2,740 2
H848 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 2
H849 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,500 4,020 1
H850 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,500 3,940 1
Slump (in.)5 1/2
Air Temp. (F.)40
Conc Temp (F)60
Truck No.244
Ticket No.027639
Time 1:55
Unit Wt lbs/cu ft
Air Content (%)6.0
GENERAL REMARKS:*MRWR; cylinders received on 11/21/2018.
Inspector Premium Travel
Name Time Hours Time
Jordan Depina 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.
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-16-2018Compressive Strength Report - Concrete
Report No.11
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 11-16-2018Compressive Strength Report - Concrete
Report No.11
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 V-Y.3 at A
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
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 11-16-2018
Report No.11
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment