UTS Job 23300 Report 1 Compressive Strength Report - Concrete 09-20-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-20-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
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 60CUBIC YARDS:
SET 1 LOCATION:Footing; Lobby Area
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T415 4.00 x 8.00 12.57 Good 09/20/19 09/27/19 7 25,000 1,990 1
T416 4.00 x 8.00 12.57 Good 09/20/19 10/04/19 14 36,000 2,860 4
T417 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 46,000 3,660 3
T418 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 45,000 3,580 3
T419 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 46,500 3,700 1
Slump (in.)5 1/2
Air Temp. (F.)76
Conc Temp (F)79
Truck No.258
Ticket No.2043
Time 5:05
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Lobby
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
T440 4.00 x 8.00 12.57 Good 09/20/19 09/27/19 7 25,500 2,030 2
T441 4.00 x 8.00 12.57 Good 09/20/19 10/04/19 14 37,000 2,940 1
T442 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 39,000 3,100 3
T443 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 41,000 3,260 5
T444 4.00 x 8.00 12.57 Good 09/20/19 10/18/19 28 40,000 3,180 5
Slump (in.)5 1/2
Air Temp. (F.)76
Conc Temp (F)77
Truck No.254
Ticket No.2051
Time 6:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 9-24-19. Night Time Rate: 5:00-6:30PM
Inspector Premium Travel
Name Time Hours Time
Conner Welch No Min Day 1 Hr(s)
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-20-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
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:Symes Associates, Mark Livesey
Seger Architects Dan Ricciarelli
McBrie, LLC Michael Perham
McBrie, LLC Laura M. Bates
City of Salem Steve Cummings
Meninno Construction Tom Pascuccio
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-20-2019Compressive Strength Report - Concrete
Report No.1
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:SOG; Footing: Column Line A-F at 1, 1-1.5 at F, Lobby Area
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:
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.)4-7
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 09-20-2019
Report No.1
Job Number 23300
Project South Residential,124 Ocean Ave,Salem,
Attachment