UTS Job 22528 Report 15 Compressive Strength Report - Concrete 12-04-2018-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 12-04-2018Compressive Strength Report - Concrete
Report No.15
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 99CUBIC YARDS:
SET 1 LOCATION:Wall, column line Y.3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M921 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 35,500 2,820 2
M922 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 46,000 3,660 1
M923 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 55,000 4,380 1
M924 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 52,000 4,140 2
M925 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 56,000 4,460 1
Slump (in.)5
Air Temp. (F.)36
Conc Temp (F)74
Truck No.253
Ticket No.161508
Time 12:45
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Wall, column line Y.3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M931 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 39,500 3,140 3
M932 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 49,000 3,900 1
M933 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 60,500 4,810 3
M934 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 58,000 4,610 2
M935 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 57,000 4,530 1
Slump (in.)5
Air Temp. (F.)36
Conc Temp (F)68
Truck No.231
Ticket No.161508
Time 1:00
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Wall, column line Y.1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M926 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 37,000 2,940 1
M927 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 48,000 3,820 2
M928 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 60,000 4,770 3
M929 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 57,000 4,530 2
M930 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 59,000 4,690 1
Slump (in.)5
Air Temp. (F.)35
Conc Temp (F)73
Truck No.253
Ticket No.161508
Time 3:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR; Cylinders received on 12/05/2018.
Inspector Premium Travel
Name Time Hours Time
Jordan Depina No Min Day .5 Hr(s)
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 12-04-2018Compressive Strength Report - Concrete
Report No.15
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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 12-04-2018Compressive Strength Report - Concrete
Report No.15
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:Wall, column lines Y.3 35-53, Y.1 at 36-38
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 None
OtherX
Slump Specification (in.)5 +/- 1
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 12-04-2018
Report No.15
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment