UTS Job 23418 Report 7 Compressive Strength Report - Concrete 06-14-2019 Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-14-2019Compressive Strength Report - Concrete
Report No.7
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-231
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:4500# 3/4"No. Of Sets:3 77CUBIC YARDS:
SET 1 LOCATION:Geo Piers; Column lines 651
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D120 4.00 x 8.00 12.57 Good 06/14/19 06/21/19 7 40,500 3,220 2
D121 4 x 8 12.57 Good 06/14/19 06/28/19 14
D122 4 x 8 12.57 Good 06/14/19 07/12/19 28
D123 4 x 8 12.57 Good 06/14/19 07/12/19 28
D124 4 x 8 12.57 Good 06/14/19 07/12/19 28
Slump (in.)7 1/2
Air Temp. (F.)57
Conc Temp (F)70
Truck No.285
Ticket No.1246
Time 7:37
Unit Wt lbs/cu ft
Air Content (%)2.0
SET 2 LOCATION:Geo Piers; Column lines 657
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D115 4.00 x 8.00 12.57 Good 06/14/19 06/21/19 7 42,000 3,340 1
D116 4 x 8 12.57 Good 06/14/19 06/28/19 14
D117 4 x 8 12.57 Good 06/14/19 07/12/19 28
D118 4 x 8 12.57 Good 06/14/19 07/12/19 28
D119 4 x 8 12.57 Good 06/14/19 07/12/19 28
Slump (in.)4
Air Temp. (F.)64
Conc Temp (F)75
Truck No.3883
Ticket No.1249
Time 9:38
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:Geo Piers; Column lines 522
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
D125 4.00 x 8.00 12.57 Good 06/14/19 06/21/19 7 39,000 3,100 1
D126 4 x 8 12.57 Good 06/14/19 06/28/19 14
D127 4 x 8 12.57 Good 06/14/19 07/12/19 28
D128 4 x 8 12.57 Good 06/14/19 07/12/19 28
D129 4 x 8 12.57 Good 06/14/19 07/12/19 28
Slump (in.)6 1/2
Air Temp. (F.)68
Conc Temp (F)74
Truck No.285
Ticket No.9125
Time 10:22
Unit Wt lbs/cu ft
Air Content (%)2.5
GENERAL REMARKS:Cylinders received on 06/17/19.
Inspector Premium Travel
Name Time Hours Time
Greg Quinno No Max Day 1 Hr(s)
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-14-2019Compressive Strength Report - Concrete
Report No.7
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
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-14-2019Compressive Strength Report - Concrete
Report No.7
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:Geo Piers; 672, 673, 674, 675, 504, 676, 677, 506, 498, 497, 496, 503, 507, 499, 508, 509,
502, 501, 500, 651, 522, 670, 671, 517, 516, 514, 515, 513, 512, 511, 510
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:Drilling
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 None
OtherX Caps
Slump Specification (in.)6-7
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 06-14-2019
Report No.7
Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MAAttachment