UTS Job 22528 Report 13 Compressive Strength Report - Concrete 11-20-2018-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-20-2018Compressive Strength Report - Concrete
Report No.13
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 44CUBIC YARDS:
SET 1 LOCATION:Footing: Line I at 17-20
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
I235 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 31,000 2,470 2
I236 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 38,500 3,060 2
I237 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 43,000 3,420 1
I238 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 46,000 3,660 2
I239 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 45,000 3,580 2
Slump (in.)5
Air Temp. (F.)39
Conc Temp (F)70
Truck No.250
Ticket No.7730
Time 11:45
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Footing: Line I at 27-30
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
I240 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 28,000 2,230 1
I241 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 34,000 2,700 1
I242 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 42,000 3,340 2
I243 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 43,500 3,460 2
I244 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 45,000 3,580 1
Slump (in.)5
Air Temp. (F.)39
Conc Temp (F)63
Truck No.239
Ticket No.7736
Time 2:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR. Cylinders received on 11-26-18.
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
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-20-2018Compressive Strength Report - Concrete
Report No.13
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 11-20-2018Compressive Strength Report - Concrete
Report No.13
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:Footings: Line I at 17 to 39
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 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-20-2018
Report No.13
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment