373 Highland Ave-Report 10.9.23-Compressive Strength Report-Concrete Alaw. Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438.6216(Fax)
Compressive Strength Report -Concrete Report Date 10-09-2023
Report No. 29
Distribution Copy Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
Concrete Co. JG MacLellan
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231
.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231
CLASS CONCRETE: 4000# 3/411 No. Of Sets: 5 CUBIC YARDS: 231
SET 1 LOCATION: SOG column line 4 at E
Total Unit Slum in.
Lab Size Area Date Date Age Load Load Fracture Air Temp. F. 45
No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp F 7 0
G015 4.00 x 8.00 12.57 Good 10/09/23 10/16/23 7 61,000 4,850 1 Truck No. 269
G016 4.00 x 8.00 12.57 Good 10/09/23 10/23/23 14 65,000 5,170 3 Ticket No. 1982
G017 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 73,500 5,850 2 Time 7:00
G018 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 73,000 5,810 3 Unit Wtlbs/cu ft
G019 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 74,000 5,890 3 Air Content % 1.9
G020 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 75,500 6,010 1
SET 2 LOCATION: SOG, column line 4 at D
Total Unit Slum in. 6 5
Lab Size Area Date Date Age Load Load Fracture Air Temp. F. 47
No. (in.) (sq.In.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp F 73
G021 4.00 x 8.00 12.57 Good 10/09/23 10/16/23 7 58,000 4,610 3 Truck No. 267
G022 4.00 x 8.00 12.57 Good 10/09/23 10/23/23 14 67,500 5,370 2 Ticket No. 1986
G023 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 68,500 5,450 3 Time 7:4 5
G024 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 76,500 6,090 2 Unit V tlbs/cu ft
G02s 9.00 x 8.00 12.s7 Gooa 10/09/23 11/06/23 28 11,000 6,210 1 Air Content % 1.6
G026 9.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 72,000 5,730 1
SET 3 LOCATION: SOG, column line 5.5 at D
Total Unit Slum In. 6 5
Lab Size Area Date Date Age Load Load Fracture Air Temp. F. 49
No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp F 71
G027 4.00 x 8.00 12.57 Good 10/09/23 10/16/23 7 60,500 4,810 2 Truck No. 203
G028 4.00 x 8.00 12.57 Good 10/09/23 10/23/23 14 65,000 5,170 3 Ticket No. 1199
G029 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 68,500 5,450 3 Time 8:25
G030 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 72,500 5,770 1 UnitWtlbs/cu ft
G031 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 67,500 5,370 3 Air Content(u 2.0
G032 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 72,000 5,730 3
SET 4 LOCATION: SOG, column line 6 at E
' Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781438-6216(Fax)
Compressive Strength Report - Concrete Report Date 10-09-2023
Report No. 29
Distribution Copy Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
Concrete Co. JG MacLellan
Total Unit Slump(in.) **
Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 45
No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 70
G009 4.00 x 8.00 12.57 Good 10/09/23 10/16/23 7 57,500 4,570 3 Truck No. 268
GO10 4.00 x 8.00 12.57 Good 10/09/23 10/23/23 14 64,000 5,090 3 Ticket No. 1997
G011 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 71,000 5,650 2
Time 9:20
G012 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 66,000 5,250 3 Unit Wt lbs/cu ft
G013 4.01 x 8.00 12.57 Good 10/09/23 11/06/23 28 66,500 5,290 3 Air Content(%) 1.8
G019 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 69,500 5,530 3
SET 5 LOCATION: SOG, column line 8 at D
Total Unit Slump(in.) 6, 5
Lab Size Area Date Date Age Load Load Fracture Air Temp.(F.) 52
No. (in.) (sq.in.) Condition Cast Tested Days (lbs.) (psi.) Type Conc Temp(F) 75
G033 4.00 x 8.00 12.57 Good 10/09/23 10/16/23 7 59,000 4,690 3 Truck No. 269
G034 4.00 x 8.00 12.57 Good 10/09/23 10/23/23 14 65,000 5,170 3 Ticket No. 2006
G035 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 77,500 6,170 3 Time 10:35
G036 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 70,500 5,610 2 Unit Wtlbs/cu ft
G037 4.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 72,500 5,770 3
Air Content(%) 1.5
G038 9.00 x 8.00 12.57 Good 10/09/23 11/06/23 28 74,000 5,890 1 2
GENERAL REMARKS: *MRWR, 1% NCA (after 100 yards) . **Two Slumps: Set #1 (6 1/2, 5 1/2) , Set #3(6 1/2,
5 1/2) . Cylinders received on 10/10/23. Holiday Premium Rate.
Inspector Premium Travel
Name Time I Hours Time
Jordan Depina Yes 2 Max Days 1 Hr(s)
Joshmani Castro Yes 2 Max Days 1 Hr(s)
REVIEWED BY: Bryan M. Crabtree
FRACTURE TYPES (�
Typal Type 2 Type 3 Type 4 Type5 Type 6
Reasonably vrelbtormed Welbtormad cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type
Alaw. Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-4384216(Fax)
Compressive Strength Report -Concrete Report Date 10-09-2023
Report No. 29
Distribution Copy Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
Concrete Co. JG MacLellan
cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of
• less than t 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 t
Our reports are available in PDF form via email. Please email us at reports@utsofmaas.com for more information.
cc: City of Salem Greg Salamida
Connolly Brothers Inc Robert Spence
JG MacLellan Garrison Todd
Connolly Brothers Inc Matthew Lawton
TF Moran Kyle Roy
Geotechnical Services Inc Glen Zoladz
City of Salem Voula Orfanos
Cumming Group Joe Vickery
Connolly Brothers Inc Chris Benton
Of Massachusetts
'The Construction Testing People'
Page 4
5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438.6216(Fax)
Compressive Strength Report -Concrete Report Date 10-09-2023
Report No. 29
Distribution Copy Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
Concrete Co. JG MacLellan
FIELD SUMMARY REPORT
Total Pour: SOG, column line 9 to 8 at D to E
Method of Placement: ®Pump ❑Chute Discharge ❑ Bucket ❑Other
Other:
Method of Concrete Consolidation: ®Vibrator ® Other
Other: Screed
Cylinder Fabrication Location: ❑ Truck Discharge Chute ® End of Pump Hose
Cylinder Storage: Curing Box U Thermal Blanket U Hay/Straw L1 Trailer Field
❑ Other
Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None
® Other
Slump Specification(in.) 5 +/- 1
Number of slumps out of specification reported to
If rejected
Approved by
Remarks: Mix IDk90402542.
Two slumps taken, one at truck discharge and one at end of hose.
UTS of Massachusetts, Inc. Page 5
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438.6216(Fax)
Report Date 10-09-2023
Report No. 29
Job Number 27183
Project Tropical Products, 373 Highland Avenue
Attachment Salem, MA
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"The Comtrwtion Testing PeCO-gm Page- 1 of 1
DAILY REPORT OF CONCRETE POUR
PROJECT NAME: '+,-} iah ton A " Glvwi PROJECT NO.
DATE: AIR TEMP.:( > TOTAL YARDS: 23l
LOCATION OF POUR f(SOG)4 +o % ;for" t)+-o E l r�PS
Load & Slump Batching Batching Time In Yards Concrete % of I Ticket t I No. of
Truck r Inches In Out Minutes Temp. Air Cylinders
Z�q 215'12 (c Z4 10 4(e
Y4 3 31 : 20 44 I �2
2U (.q yo r : Z 5D q$
2c�8 4(.o rl 1431 54 I 1(n2
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2Co2 B : 20 58 3$ ���'i : j I �(.0
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=
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INSPECTOR:�4Y I)fl lO(Y:f a REMARKS: -440L 0ZW'7
UTS of Massachusetts, Inc. Page 6
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781438.6216(Fax)
Report Date 10-09-2023
Report No. 29
Job Number 27183
Project Tropical Products, 373 Highland Avenue
Attachment Salem, MA
r•
Of a'fmSiiLfifS tM.
eThe ComtruaWn Testing '�'O�m Page 2 oC 2
DAILY REPORT OF CONCRETE POUR
PROJECT NAME: 3q3 long Aug S41P.M PROJECT NC.:
DATE: 10 q,M AIR TEMP.: TOTAL YARDS: 231
LOCATION OF POUR: H+-0 Pfow+ 0 4-o E `i nPr,
Load & Slump Batching Batching Time In Yards I Concrete % of Ticket= No. of
Truck# Inches In Out Minutes ITemp. Air Cylinders
2(Dq (DS q 10 i �loco
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INSPECTOR: TA(i`�n CX;IJJQ7 REMARKS::#wyOLI02S47.