UTS Job 22528 Report 3 Compressive Strength Report - Concrete 10-09-2018 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-09-2018Compressive Strength Report - Concrete
Report No.3
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:1 40CUBIC YARDS:
SET 1 LOCATION:Footing - Line B at 11.5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
Q374 4.00 x 8.00 12.57 Good 10/09/18 10/16/18 7 35,000 2,780 2
Q375 4.00 x 8.00 12.57 Good 10/09/18 10/23/18 14 46,500 3,700 1
Q376 4.00 x 8.00 12.57 Good 10/09/18 11/06/18 28 54,000 4,300 1
Q377 4.00 x 8.00 12.57 Good 10/09/18 11/06/18 28 57,500 4,570 2
Slump (in.)6
Air Temp. (F.)79
Conc Temp (F)71
Truck No.179
Ticket No.4422
Time 1:26
Unit Wt lbs/cu ft
Air Content (%)6.9
GENERAL REMARKS:*MR, EA
Inspector Premium Travel
Name Time Hours Time
Greg Quinno No
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 10-09-2018Compressive Strength Report - Concrete
Report No.3
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 10-09-2018Compressive Strength Report - Concrete
Report No.3
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 - Line B-K.6 at 1-12
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 Caps
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 10-09-2018
Report No.3
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment