UTS Job 22528 Report 24 Compressive Strength Report - Concrete 05-22-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 05-22-2019Compressive Strength Report - Concrete
Report No.24
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 243CUBIC YARDS:
SET 1 LOCATION:SOD; Column line 20, Level 44
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T705 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 42,000 3,340 1
T706 4 x 8 12.57 Good 05/22/19 06/05/19 14
T707 4 x 8 12.57 Good 05/22/19 06/19/19 28
T708 4 x 8 12.57 Good 05/22/19 06/19/19 28
T709 4 x 8 12.57 Good 05/22/19 06/19/19 28
Slump (in.)8,7
Air Temp. (F.)60
Conc Temp (F)69
Truck No.232
Ticket No.6282
Time 7:00
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:SOD; Column line 25, Level 44
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T710 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 40,000 3,180 2
T711 4 x 8 12.57 Good 05/22/19 06/05/19 14
T712 4 x 8 12.57 Good 05/22/19 06/19/19 28
T713 4 x 8 12.57 Good 05/22/19 06/19/19 28
T714 4 x 8 12.57 Good 05/22/19 06/19/19 28
Slump (in.) **
Air Temp. (F.)60
Conc Temp (F)68
Truck No.246
Ticket No.6291
Time 8:00
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:SOD; Column line 30, Level 44
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T715 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 39,000 3,100 1
T716 4 x 8 12.57 Good 05/22/19 06/05/19 14
T717 4 x 8 12.57 Good 05/22/19 06/19/19 28
T718 4 x 8 12.57 Good 05/22/19 06/19/19 28
T719 4 x 8 12.57 Good 05/22/19 06/19/19 28
Slump (in.)8,7
Air Temp. (F.)60
Conc Temp (F)67
Truck No.242
Ticket No.6302
Time 8:30
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:SOD; Column line 40, Level 44
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 05-22-2019Compressive Strength Report - Concrete
Report No.24
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
T720 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 41,500 3,300 2
T721 4 x 8 12.57 Good 05/22/19 06/05/19 14
T722 4 x 8 12.57 Good 05/22/19 06/19/19 28
T723 4 x 8 12.57 Good 05/22/19 06/19/19 28
T724 4 x 8 12.57 Good 05/22/19 06/19/19 28
Slump (in.)8,7
Air Temp. (F.)60
Conc Temp (F)68
Truck No.160
Ticket No.6308
Time 9:15
Unit Wt lbs/cu ft
Air Content (%)
SET 5 LOCATION:SOD; Column line 50, Level 44
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T725 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 36,000 2,860 2
T726 4 x 8 12.57 Good 05/22/19 06/05/19 14
T727 4 x 8 12.57 Good 05/22/19 06/19/19 28
T728 4 x 8 12.57 Good 05/22/19 06/19/19 28
T729 4 x 8 12.57 Good 05/22/19 06/19/19 28
Slump (in.)8,7
Air Temp. (F.)60
Conc Temp (F)69
Truck No.179
Ticket No.6314
Time 10:20
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 05/23/19. *MRWR **8 1/2, 7 1/2
Inspector Premium Travel
Name Time Hours Time
Mark Geraci No Max Day .5 Hr(s)
Stanley Aloi 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 05-22-2019Compressive Strength Report - Concrete
Report No.24
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 05-22-2019Compressive Strength Report - Concrete
Report No.24
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 20 - 53, Level 44
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.)7-8
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 05-22-2019
Report No.24
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 05-22-2019
Report No.24
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment