UTS Job 22528 Report 1 Compressive Strength Report - Concrete 10-02-2018 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-02-2018Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.Aggregate
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 1 at A.4
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
M723 4.00 x 8.00 12.57 Good 10/02/18 10/09/18 7 28,000 2,230 1
M724 4.00 x 8.00 12.57 Good 10/02/18 10/16/18 14 40,000 3,180 1
M725 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 51,000 4,060 1
M726 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 53,500 4,260 2
M727 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 53,000 4,220 1
Slump (in.)5
Air Temp. (F.)55
Conc Temp (F)67
Truck No.1861
Ticket No.9758
Time 9:30
Unit Wt lbs/cu ft
Air Content (%)5.9
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Matthew Hannigan 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
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 10-02-2018Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.Aggregate
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 10-02-2018Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.Aggregate
FIELD SUMMARY REPORT
Total Pour:Footing: Line A.4-C
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 to 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 10-02-2018
Report No.1
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment