UTS Job 23418 Report 8 Compressive Strength Report - Concrete 06-20-2019 (002) Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-20-2019Compressive Strength Report - Concrete
Report No.8
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 88CUBIC YARDS:
SET 1 LOCATION:GCC Piers #578, Building #2
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
F598 4.00 x 8.00 12.57 Good 06/20/19 06/27/19 7 46,000 3,660 1
F599 4 x 8 12.57 Good 06/20/19 07/04/19 14
F600 4 x 8 12.57 Good 06/20/19 07/18/19 28
F601 4 x 8 12.57 Good 06/20/19 07/18/19 28
F602 4 x 8 12.57 Good 06/20/19 07/18/19 28
Slump (in.)7 1/2
Air Temp. (F.)62
Conc Temp (F)69
Truck No.285
Ticket No.1277
Time 7:50
Unit Wt lbs/cu ft
Air Content (%)
SET 2 LOCATION:GCC Piers #97, Building #1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
F603 4.00 x 8.00 12.57 Good 06/20/19 06/27/19 7 45,500 3,620 1
F604 4 x 8 12.57 Good 06/20/19 07/04/19 14
F605 4 x 8 12.57 Good 06/20/19 07/18/19 28
F606 4 x 8 12.57 Good 06/20/19 07/18/19 28
F607 4 x 8 12.57 Good 06/20/19 07/18/19 28
Slump (in.)6
Air Temp. (F.)62
Conc Temp (F)70
Truck No.1817
Ticket No.1279
Time 9:30
Unit Wt lbs/cu ft
Air Content (%)
SET 3 LOCATION:GCC Piers #104, Building #1
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
F593 4.00 x 8.00 12.57 Good 06/20/19 06/27/19 7 43,500 3,460 2
F594 4 x 8 12.57 Good 06/20/19 07/04/19 14
F595 4 x 8 12.57 Good 06/20/19 07/18/19 28
F596 4 x 8 12.57 Good 06/20/19 07/18/19 28
F597 4 x 8 12.57 Good 06/20/19 07/18/19 28
Slump (in.)7
Air Temp. (F.)62
Conc Temp (F)71
Truck No.1817
Ticket No.1283
Time 11:15
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 06/24/19.
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 06-20-2019Compressive Strength Report - Concrete
Report No.8
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 06-20-2019Compressive Strength Report - Concrete
Report No.8
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 #2; 585, 578, 577, 576, 582, 583, 584, Building #1; 101, 102, 104, 274,
273, 225, 223, 224 226, 227, 90, 89, 88, 430, 431, 432, 411, 412, 413, 97, 98, 99, 100
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 None
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 06-20-2019
Report No.8
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment