UTS Job 22528 Report 17 Compressive Strength Report - Concrete 01-02-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 01-02-2019Compressive Strength Report - Concrete
Report No.17
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
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4"No. Of Sets:1 48CUBIC YARDS:
SET 1 LOCATION:Pier Footing Column Line 10
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
W616 4.00 x 8.00 12.57 Good 01/02/19 01/09/19 7 38,500 3,060 1
W617 4.00 x 8.00 12.57 Good 01/02/19 01/16/19 14 45,000 3,580 1
W618 4 x 8 12.57 Good 01/02/19 01/30/19 28
W619 4 x 8 12.57 Good 01/02/19 01/30/19 28
W620 4 x 8 12.57 Good 01/02/19 01/30/19 28
Slump (in.)5 1/2
Air Temp. (F.)34
Conc Temp (F)61
Truck No.187
Ticket No.0911
Time 1:10
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinder Received on 1-4-19
Inspector Premium Travel
Name Time Hours Time
Charles Lanier 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 01-02-2019Compressive Strength Report - Concrete
Report No.17
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 01-02-2019Compressive Strength Report - Concrete
Report No.17
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:8 Pier Footings along Column Line 2.3, 4 Pier Footings along Column Line 10
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
OtherX Plastic Bags
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 01-02-2019
Report No.17
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment