UTS Job 23418 Report 11 Compressive Strength Report - Concrete 06-25-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-25-2019Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.Aggregate Industries
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:4500# 3/4"No. Of Sets:3 99CUBIC YARDS:
SET 1 LOCATION:GCC Pier #234
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H071 4.00 x 8.00 12.57 Good 06/25/19 07/02/19 7 45,000 3,580 2
H072 4.00 x 8.00 12.57 Good 06/25/19 07/09/19 14 56,500 4,490 2
H073 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 71,000 5,650 1
H074 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 67,500 5,370 2
H075 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 66,000 5,250 1
Slump (in.)7
Air Temp. (F.)70
Conc Temp (F)72
Truck No.285
Ticket No.1297
Time 7:30
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:GCC Pier #91
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H076 4.00 x 8.00 12.57 Good 06/25/19 07/02/19 7 48,000 3,820 1
H077 4.00 x 8.00 12.57 Good 06/25/19 07/09/19 14 60,000 4,770 1
H078 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 77,500 6,170 1
H079 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 75,500 6,010 2
H080 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 79,000 6,280 1
Slump (in.)5 1/2
Air Temp. (F.)70
Conc Temp (F)73
Truck No.273
Ticket No.4986
Time 9:10
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:GCC Pier #217
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
H066 4.00 x 8.00 12.57 Good 06/25/19 07/02/19 7 49,000 3,900 1
H067 4.00 x 8.00 12.57 Good 06/25/19 07/09/19 14 58,000 4,610 1
H068 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 74,000 5,890 1
H069 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 75,000 5,970 2
H070 4.00 x 8.00 12.57 Good 06/25/19 07/23/19 28 73,500 5,850 1
Slump (in.)7
Air Temp. (F.)70
Conc Temp (F)71
Truck No.1817
Ticket No.5002
Time 1:00
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 6-27-19
Inspector Premium Travel
Name Time Hours Time
Mark Geraci No Max Day 1 Hr(s)
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-25-2019Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.Aggregate Industries
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
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 06-25-2019Compressive Strength Report - Concrete
Report No.11
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.Aggregate Industries
FIELD SUMMARY REPORT
Total Pour:GCC Holes; Building #1: 321, 322, 323, 324, 325, 326, 327, 328, 329, 330, 331, 332, 333, 231,
232, 234, 218, 217, 216
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.)5-7
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 06-25-2019
Report No.11
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment