UTS Job 23418 Report 13 Compressive Strength Report - Concrete 06-27-2019 (003)-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-27-2019Compressive Strength Report - Concrete
Report No.13
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 87CUBIC YARDS:
SET 1 LOCATION:GCC Holes 199
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
I091 4.00 x 8.00 12.57 Good 06/27/19 07/04/19 7 50,500 4,020 1
I092 4.00 x 8.00 12.57 Good 06/27/19 07/11/19 14 60,500 4,810 1
I093 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 72,000 5,730 1
I094 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 71,500 5,690 3
I095 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 74,000 5,890 2
Slump (in.)7
Air Temp. (F.)70
Conc Temp (F)71
Truck No.285
Ticket No.1309
Time 7:50
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:GCC Holes 186
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
I086 4.00 x 8.00 12.57 Good 06/27/19 07/04/19 7 52,000 4,140 3
I087 4.00 x 8.00 12.57 Good 06/27/19 07/11/19 14 61,000 4,850 2
I088 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 76,000 6,050 1
I089 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 73,500 5,850 2
I090 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 75,000 5,970 1
Slump (in.)7
Air Temp. (F.)70
Conc Temp (F)73
Truck No.2065
Ticket No.5099
Time 9:15
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:GCC Holes 37
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
I081 4.00 x 8.00 12.57 Good 06/27/19 07/04/19 7 50,000 3,980 2
I082 4.00 x 8.00 12.57 Good 06/27/19 07/11/19 14 58,000 4,610 1
I083 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 75,000 5,970 1
I084 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 73,500 5,850 1
I085 4.00 x 8.00 12.57 Good 06/27/19 07/25/19 28 75,000 5,970 2
Slump (in.)6 1/2
Air Temp. (F.)70
Conc Temp (F)74
Truck No.3164
Ticket No.1318
Time 1:30
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders Received 7-1-19
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-27-2019Compressive Strength Report - Concrete
Report No.13
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.Aggregate Industries
Inspector Premium Travel
Name Time Hours Time
Mark Geraci No Max Day 1 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
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 06-27-2019Compressive Strength Report - Concrete
Report No.13
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: 199, 200, 125, 124, 122, 123, 119, 118, 185, 186, 187, 39, 38, 37,
36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 20
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.)5-8
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 06-27-2019
Report No.13
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment