UTS Job 22528 Report 10 Compressive Strength Report - Concrete 11-15-2018 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-15-2018Compressive Strength Report - Concrete
Report No.10
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:1 48CUBIC YARDS:
SET 1 LOCATION:Footing, column line 4 at G
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H402 4.00 x 8.00 12.57 Good 11/15/18 11/22/18 7 31,000 2,470 2
H403 4.00 x 8.00 12.57 Good 11/15/18 11/29/18 14 41,000 3,260 1
H404 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 54,500 4,340 1
H405 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 57,500 4,570 2
H406 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 56,000 4,460 2
Slump (in.)4 1/2
Air Temp. (F.)45
Conc Temp (F)67
Truck No.241
Ticket No.027594
Time 1:45
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR; Cylinders received on 11/20/2018.
Inspector Premium Travel
Name Time Hours Time
Jason Clark 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
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Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-15-2018Compressive Strength Report - Concrete
Report No.10
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 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-15-2018Compressive Strength Report - Concrete
Report No.10
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 4 at E-U, D3-G at 2-16
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.)4-6
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 11-15-2018
Report No.10
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment