UTS Job 23418 Report 19 Compressive Strength Report - Concrete 07-12-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-12-2019Compressive Strength Report - Concrete
Report No.19
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum 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 65CUBIC YARDS:
SET 1 LOCATION:Wall; Building #2: Column Line F.5 at 19.4
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
P088 4.00 x 8.00 12.57 Good 07/12/19 07/19/19 7 30,000 2,390 2
P089 4 x 8 12.57 Good 07/12/19 07/26/19 14
P090 4 x 8 12.57 Good 07/12/19 08/09/19 28
P091 4 x 8 12.57 Good 07/12/19 08/09/19 28
P092 4 x 8 12.57 Good 07/12/19 08/09/19 28
Slump (in.)5 3/4
Air Temp. (F.)79
Conc Temp (F)87
Truck No.235
Ticket No.8645
Time 1:20
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:Wall; Building #2: Column Line D.5 at 21
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
P093 4.00 x 8.00 12.57 Good 07/12/19 07/19/19 7 35,000 2,780 1
P094 4 x 8 12.57 Good 07/12/19 07/26/19 14
P095 4 x 8 12.57 Good 07/12/19 08/09/19 28
P096 4 x 8 12.57 Good 07/12/19 08/09/19 28
P097 4 x 8 12.57 Good 07/12/19 08/09/19 28
Slump (in.)6
Air Temp. (F.)79
Conc Temp (F)86
Truck No.248
Ticket No.8650
Time 2:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 7-16-19. Due to an internal system error, there will be no
report #18.
Inspector Premium Travel
Name Time Hours Time
M. Chace No
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 07-12-2019Compressive Strength Report - Concrete
Report No.19
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
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:Fulcrum Associates Bob Levesque
Fulcrum Associates Brad Scott
Fulcrum Associates Darrin Standish
DMS Design Sid Silveira
DMS Design Dan Skolski
City of Salem Steve Cummings
Veitas & Veitas Linas Dabrila
DSF Group Paul Bowie
DSF Group Benjamin Greene
Fulcrum Group Riley Bourque
UTS Matt Chace
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-12-2019Compressive Strength Report - Concrete
Report No.19
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Walls; Building #2, N. End
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 Hose
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat NoneX
Other
Slump Specification (in.)4-6
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 07-12-2019
Report No.19
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment