UTS Job 22528 Report 9 Compressive Strength Report - Concrete 10-31-2018 (003) Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-31-2018Compressive Strength Report - Concrete
Report No.9
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 50CUBIC YARDS:
SET 1 LOCATION:Wall, HS102
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
B061 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 27,000 2,150 1
B062 4 x 8 12.57 Good 10/31/18 11/14/18 14
B063 4 x 8 12.57 Good 10/31/18 11/28/18 28
B064 4 x 8 12.57 Good 10/31/18 11/28/18 28
B065 4 x 8 12.57 Good 10/31/18 11/28/18 28
Slump (in.)5 1/2
Air Temp. (F.)30
Conc Temp (F)53
Truck No.233
Ticket No.027062
Time 9:20
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Wall, HS102
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
B056 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 25,000 1,990 2
B057 4 x 8 12.57 Good 10/31/18 11/14/18 14
B058 4 x 8 12.57 Good 10/31/18 11/28/18 28
B059 4 x 8 12.57 Good 10/31/18 11/28/18 28
B060 4 x 8 12.57 Good 10/31/18 11/28/18 28
Slump (in.)5 1/2
Air Temp. (F.)36
Conc Temp (F)57
Truck No.243
Ticket No.027067
Time 11:40
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR, DCEM155.
Inspector Premium Travel
Name Time Hours Time
Mark Geraci No
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 10-31-2018Compressive Strength Report - Concrete
Report No.9
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 10-31-2018Compressive Strength Report - Concrete
Report No.9
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, HS102 - all walls
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 Styrofoam box
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 10-31-2018
Report No.9
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment