UTS Job 22528 Report 23 Compressive Strength Report - Concrete 04-29-2019 (003) Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-29-2019Compressive Strength Report - Concrete
Report No.23
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 264CUBIC YARDS:
SET 1 LOCATION:SOD: Column Line A2 at V3
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L369 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,500 3,380 2
L370 4 x 8 12.57 Good 04/29/19 05/13/19 14
L371 4 x 8 12.57 Good 04/29/19 05/27/19 28
L372 4 x 8 12.57 Good 04/29/19 05/27/19 28
L373 4 x 8 12.57 Good 04/29/19 05/27/19 28
Slump (in.)6
Air Temp. (F.)44
Conc Temp (F)60
Truck No.233
Ticket No.5183
Time 8:00
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:SOD: Column Line A10 at V5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L344 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,000 3,340 1
L345 4 x 8 12.57 Good 04/29/19 05/13/19 14
L346 4 x 8 12.57 Good 04/29/19 05/27/19 28
L347 4 x 8 12.57 Good 04/29/19 05/27/19 28
L348 4 x 8 12.57 Good 04/29/19 05/27/19 28
Slump (in.)6 1/4
Air Temp. (F.)46
Conc Temp (F)60
Truck No.248
Ticket No.5195
Time 9:00
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:SOD: Column Line A13 at V7
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L359 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 35,500 2,820 1
L360 4 x 8 12.57 Good 04/29/19 05/13/19 14
L361 4 x 8 12.57 Good 04/29/19 05/27/19 28
L362 4 x 8 12.57 Good 04/29/19 05/27/19 28
L363 4 x 8 12.57 Good 04/29/19 05/27/19 28
Slump (in.)6 1/2
Air Temp. (F.)48
Conc Temp (F)61
Truck No.242
Ticket No.5205
Time 9:50
Unit Wt lbs/cu ft
Air Content (%)
SET 4 LOCATION:SOD: Column Line A16 at V8
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-29-2019Compressive Strength Report - Concrete
Report No.23
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
L374 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 48,000 3,820 2
L375 4 x 8 12.57 Good 04/29/19 05/13/19 14
L376 4 x 8 12.57 Good 04/29/19 05/27/19 28
L377 4 x 8 12.57 Good 04/29/19 05/27/19 28
L378 4 x 8 12.57 Good 04/29/19 05/27/19 28
Slump (in.)6 1/4
Air Temp. (F.)54
Conc Temp (F)62
Truck No.247
Ticket No.5216
Time 10:56
Unit Wt lbs/cu ft
Air Content (%)
SET 5 LOCATION:SOD: Column Line A16 at V9
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
L364 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 33,500 2,670 2
L365 4 x 8 12.57 Good 04/29/19 05/13/19 14
L366 4 x 8 12.57 Good 04/29/19 05/27/19 28
L367 4 x 8 12.57 Good 04/29/19 05/27/19 28
L368 4 x 8 12.57 Good 04/29/19 05/27/19 28
Slump (in.)6 1/2
Air Temp. (F.)57
Conc Temp (F)63
Truck No.250
Ticket No.5224
Time 11:40
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*Light-Weight, MRWR. Cylinders Received 5-1-19. Early Morning Rate: 6:00-7:00AM.
Same Day Call In.
Inspector Premium Travel
Name Time Hours Time
P. Treska No Max Day .5 Hr(s)
Chris Grant 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
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-29-2019Compressive Strength Report - Concrete
Report No.23
Distribution Copy Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 Washington
Contractor Opechee Construction
Concrete Co.J.G. Maclellan
[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 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-29-2019Compressive Strength Report - Concrete
Report No.23
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 A1-A19 at V-V10; Level 44
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 NoneX
Other
Slump Specification (in.)6-7
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 04-29-2019
Report No.23
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 04-29-2019
Report No.23
Job Number 22528
Project 11 Dodge Street, Salem, MA
Hampton Inn Salem & 231 WashingtonAttachment