UTS Job 22528 Report 26 Compressive Strength Report - Concrete 06-18-2019 (004)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019Compressive Strength Report - Concrete
Report No.26
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# 3/8" *No. Of Sets: 5 225CUBIC YARDS:
SET 1 LOCATION:Slab; Column line 20
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E304 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 34,500 2,740 2
E305 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 46,500 3,700 1
E306 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 64,000 5,090 1
E307 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 63,500 5,050 2
E308 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 67,000 5,330 1
Slump (in.)8,7
Air Temp. (F.)65
Conc Temp (F)72
Truck No.252
Ticket No.7545
Time 7:10
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Slab; Column line 28
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E299 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 35,000 2,780 1
E300 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 47,000 3,740 2
E301 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 58,500 4,650 3
E302 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 60,500 4,810 2
E303 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 59,000 4,690 1
Slump (in.)7,6
Air Temp. (F.)65
Conc Temp (F)70
Truck No.255
Ticket No.7553
Time 7:55
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Slab; Column line 35
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E284 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 45,000 3,580 1
E285 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 57,000 4,530 2
E286 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 61,500 4,890 1
E287 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 63,500 5,050 2
E288 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 60,000 4,770 1
Slump (in.)8,7
Air Temp. (F.)65
Conc Temp (F)72
Truck No.250
Ticket No.5762
Time 8:35
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:Slab; Column line 43
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019Compressive Strength Report - Concrete
Report No.26
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E294 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 36,000 2,860 3
E295 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 48,000 3,820 1
E296 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 70,500 5,610 1
E297 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 64,500 5,130 2
E298 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 67,000 5,330 1
Slump (in.)8,7
Air Temp. (F.)65
Conc Temp (F)70
Truck No.117
Ticket No.7571
Time 9:15
Unit Wt lbs/cu ft
Air Content (%)
SET 5 LOCATION:Slab; Column line 50
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
E269 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 47,000 3,740 2
E270 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 60,000 4,770 1
E271 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 74,500 5,930 1
E272 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 69,000 5,490 2
E273 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 72,000 5,730 1
Slump (in.)7,6
Air Temp. (F.)65
Conc Temp (F)71
Truck No.160
Ticket No.7580
Time 10:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 06/19/19. *MRWR 1% Non-chloride, Lightweight.
Inspector Premium Travel
Name Time Hours Time
Jordan Depina No Max Day .5 Hr(s)
Mark Geraci No Max 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
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019Compressive Strength Report - Concrete
Report No.26
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
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 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019Compressive Strength Report - Concrete
Report No.26
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 lines 19 - 54 on Level 54
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
Other
Slump Specification (in.)6(+/-)1
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 5
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019
Report No.26
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment
UTS of Massachusetts, Inc. Page 6
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2019
Report No.26
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment