UTS Job 22528 Report 21 Compressive Strength Report - Concrete 04-05-2019 (002)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019Compressive Strength Report - Concrete
Report No.21
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 68CUBIC YARDS:
SET 1 LOCATION:SOG: Column Line 32
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D219 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 44,500 3,540 1
D220 4 x 8 12.57 Good 04/05/19 04/19/19 14
D221 4 x 8 12.57 Good 04/05/19 05/03/19 28
D222 4 x 8 12.57 Good 04/05/19 05/03/19 28
D223 4 x 8 12.57 Good 04/05/19 05/03/19 28
Slump (in.)5
Air Temp. (F.)32
Conc Temp (F)65
Truck No.252
Ticket No.4298
Time 7:00
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:SOG: Column Line Y3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D449 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 31,500 2,510 1
D450 4 x 8 12.57 Good 04/05/19 04/19/19 14
D451 4 x 8 12.57 Good 04/05/19 05/03/19 28
D452 4 x 8 12.57 Good 04/05/19 05/03/19 28
D453 4 x 8 12.57 Good 04/05/19 05/03/19 28
Slump (in.)5 1/2
Air Temp. (F.)34
Conc Temp (F)67
Truck No.233
Ticket No.4309
Time 8:10
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR, 1% Non Cloride Accel, Polymesh Fiber. Cylinders Received 4-9-19. Early
Morning Rate: 6:00-7:00AM.
Inspector Premium Travel
Name Time Hours Time
Jordan Depina No Max Day .5 Hr(s)
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-05-2019Compressive Strength Report - Concrete
Report No.21
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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.
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 04-05-2019Compressive Strength Report - Concrete
Report No.21
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:SOD: Column Line 32 at Y3; Retail Shop Area
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X X
Other:Screed
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
Slump Specification (in.)5 (+/-) 1
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 04-05-2019
Report No.21
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment