HomeMy WebLinkAboutSTRENGTH OF CONCRETE0
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
yn
Compressive Stren th of Cannrete
Report» 1/24/20'18-L ,
Test Method: ASTM C 39 g Y•-..- .am`IQ „o^•_=�0179
Client: W/G /Q — 0.3V2,
Project:
Life Storage
6467 Main Street SCANNED
16-2140.00
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 BY
st. Lucie County
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 1 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 6543 / 14-1449339 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/11/17
Chute
Pump
Batched: 14:24 EDT
Sampled: 00:00 EDT
Cast: 00:00 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Footing
Location Details: Per Client - South and East Footings
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3090514
Strength: 3000 (psi)
Field Measurements
Weather: Consistency:
Air Temperature (F): Concrete Temp (F):
Slump
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
1-1
7
10/18/17
2/5
4.01
12.63
33,760
2,670
3
D2
U
1-2
28
11/08/17
2/26
4.01
12.63
145,590
3,610
4
D4
U
1-3
28
11l08/17
2/26
4.01
12.63
46,180
3,660 ./
3
D4
U
Test Age verage Strengths (psi): 7 Day - 2670, 28 Day - 3630
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
RmwNnn
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
'••tCEN8 7Y •• �. e
* No.84146
fl ! /2Q'1 =
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OPY i11cTa , uoanwn: arontanQ
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Prole*�aleL
State bf
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
GFA
�xxwno��
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Coliturete Report Date: 1/24/2018
p 9 Test Method: ASTM C 39 Sample: 50179
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
'Sample Details
Set#: 1 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Dale Cast:
Truck I Ticket #: 6543 / 14-1449339 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/11/17
Chute
Pump
Batched: 14:24 EDT
Sampled: 00:00 EDT
Cast: 00:00 EDT
Truck Empty:
Placement Time:
Location _
Placement Location: Footing
Location Details: Per Client - South and East Footings
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3090514
Strength: 3000 (psi)
Field Measurements
Weather: Consistency:
Air Temperature (F): Concrete Temp (F):
Slump
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break-
Remark
Capping
Method
1-1
7
10/18/17
2/ 5
4.01
12.63
1 33,760
2,670
3
D2
U
1-2
28
408l17
2/26
4.01
12.63
1 45,590
3,610
4
D4
U
1-3
28
11/08/17
2/26
4.01
12.63
46,180
3,660
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2670, 28 Day - 3630
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70 % .
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMON71
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
.\11t 1111111/// ///
\\�\\P500MINIC�yjC
p�..•.•' �tGENgF •.!Y9 i
* No. 84146 *
Q /20.'1
State bf�FI��WAL 00\1\��
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
GFA
�W
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Conorete Report Date: 1/24/2018
p g Test Method: ASTM C 39 Sample: 50179
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
_
Set#: 1 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck ! Ticket #: 6543 / 14-1449339 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/11/17
Chute
Pump
Batched: 14:24 EDT
Sampled: 00:00 EDT
Cast: 00:00 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Footing
Location Details: Per Client - South and East Footings
Sample Location / Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3090514
Strength:
3000 (psi)
Field Measurements
Weather: Consistency: Slump
Air Temperature (F): Concrete Temp (F):
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
StandardCure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
1-1
7
10/18/17
215
4.01
12.63
33,760
2,670
3
D2
U
1-2
28
11/08/17
2/26
4.01
12.63
45,590
3,610
1 4
24
U
1-3
28
11/08/17
2/26
4.01
12.63
46,180
3,660
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2670. 28 Day - 3630
Break Remarks
Capping.Methods
D2: The 7 day lest result meets the required 70%.
D4: The 28 day lest results meets 28 days edfied strength.
U: Unbonded Caps (ASTM C1231)
FmoNnn
TYPE 1 TYPE 2 TYPES TYPE 4 TYPES TYPE 6
\\\ttt111111 11//j/,/
\\�� SpOMINIC�yjC
O�.P.•' �1GENSit .. i
:r No. 84146
/200*
state bf �l iMelAl-
�
1111IIllt�
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
02"_O*�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
pogjat j:&4=18
Compressive Strength of Concrete Re�sampie�sa4�s--�
Test Method: ASTM C 39
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details -
- -
Set #: 2 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 1608 / 14-1450591 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/13/17
Chute
Chute
Batched: 14:17 EDT
Sampled: 00:00 EDT
Cast: 00:00 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Wall
Location Details: Per Client - Stem Wall
Sample Location I Notes: N/A
_ Batch Log
_
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3890514
Strength: 3500 (psi)
' Field Measurements
Weather: Consistency: Slump
Air Temperature (F): - Concrete Temp (F):
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in3)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1
7
10/20/17
5/ 2
4.01
12.63
37,430
2,960
6
D2
U
2-2
28
11/10/17
5/23
4.01
12.63
56,750
4,490
4
D4
U
2-3
28
11/10/17
1 5/23
4.02
12.69
55,910
4,410
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2960, 28 Day - 4450
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
NNORrIn
TYPE1 TYPE2 TYPE3 TWE4 TYPE5 TWEE
t10MINIC ll /��•,
�.
* No.
State dYF�ggIL l� �`��
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report Date: 1/24/2018
Test Method: ASTM C 39 Sample: 50439
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
_
Set#: 2 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 1608 / 14-1450591 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/13/17
Chute
Chute
Batched: 14:17 EDT
Sampled: 00:00 EDT
Cast: 00:00 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Wall
Location Details: Per Client - Stem Wall
Sample Location I Notes: NIA
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3890514
Strength:
3500 (psi)
Field Measurements
Weather: Consistency: Slump
Air Temperature (F): Concrete Temp IF):
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
psi
Fracture
Type
Break
Remark
Capping
Method
2-1
7
10/20/17
5/2
4.01
NW
12.63
37,430
2,960
6
D2
U
2-2
28
11/10/17
5/23
12.63
56,750
4,490
4
D4
U
2-3
28
11/10/17
5123
4.02
12.69
55,910
4,410
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2960, 28 Day - 4450
Break. Remarks
Capping Methods
appi
D2: The 7 day test result meets the required 70%.
D4: The 28 daytest results meets 28 dayspecified strength.
U: Unbon (ASTM C1231)
XEMN71
TYPE1 TYPE2 TYPES 7YPE4 TYPES TYPE6
pOMINIC4fo. �
* No. 84146
=-0'.�\
Stated F�9y�1 \� �`�
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
GFA
enruno��
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report ate: 1/2 /2018
Test Method: ASTM C 3950439
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set 2 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket M 1608 / 14-1450591 Sampled From:
Contractor: Placement Method:
Client, Client
Client, Client
10/13/17
Chute
Chute
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
14:17 EDT
00:00 EDT
00:00 EDT
Location
Placement Location: Wall
Location Details: Per Client - Stem Wall
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3890514
Strength:
3500 (psi)
Field Measurements
Weather: Consistency: Slump
Air Temperature (F): Concrete Temp (F):
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
TestLDate
Age DaysCure
Field / Lab
Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1
7
5/2
4.01
12.63
37,430
2,960
6
D2
U
2-2
28
5/23
4.01
12.63
56,7504,490U
2-3
28
5/23
4.02
12.69
55,910
4,410
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2960, 28 Day - 4450
Break Remarks
-
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U:
Unbonded Caps (ASTM C1231)
Rmowin
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPE6
SpOMINICItijo
* No.84146
:A •.
State dFf 4ypL
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
QM5-
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
e¢6rt�D, t1lZ� 20
Compressive Strength of Concrete ",,t "s� ple.,50 6s
Test Method: ASTM C 39
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample. Details
Set#: 3 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 353 / 41-1452915 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 01:40 EDT
Sampled: 02:15 EDT
Cast: 02:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southeast Quadrant, Southeast Corner of Quadrant
Sample Location / Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 5-1/4 (ASTM C 143)
Air Temperature IF): Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (iW)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1
7
10/26/17
017
4.01
12.63
41,500
3,290
3
D2
U
3-2
28
11/16/17
0/28
4.02
12.69
49,420
3,890
5
D4
U
3-3
28
11/16/17
0/28
4.01
12.63
48,910
37870
5
D4
U
Test Age Average Strengths (psi): 7 Day - 3290, 28 Day - 3880
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
RMURr1r]
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
/
OC�Q'••''1.tCENSF''.!Y9 i
•y
ham: O %
�0.18 =
�l��L.ENv�•
//I111111t�`
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
m
Compressive Strength
of Concrete Report 1/2le: /2018
GFp
Sate:
50469
r
Test Method: ASTM C 39
y
Port St. Lucie
Client:
Project:
FBPE CA # 4930
Life Storage
16-2140.00
607 NW Commodity Cove
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Port St. Lucie, FL 34986
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
Phone: 772-924-3575
8531 S. US Highway 1
Fax: 772-924-3580
Port St. Lucie, FL 34952
Sample Details
Set#: 3 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck l Ticket#: 353/41-1452915 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 01:40 EDT
Sampled: 02:15 EDT
Cast: 02:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: SoutheastQuadrant, Southeast Comer of Quadrant
Sample Location / Notes: N/A
Batch Log -
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
-
Field Measurements
Weather:
Air Temperature (F):
Slump (in):
Concrete Temp (F):
5-1/4 (ASTM C 143)
88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port
St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1
7
10/26/17
0/ 7
4.01
12.63
41,500
3,290
3
D2
U
3-2
28
11/16/17
0128
4.02
12.69
49,420
3,890
5
D4
U
3-3
28
11/16/17
0 /28
4.01
12.63
48,910
3,870
5
D4
U
Test Age Average Strengths (psi): 7 Day - 3290, 28 Day - 3880
Break Remarks
_
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
xNwRrin
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPE6
SpOMINICMO
q.
* o. 84146 * -
— 20:18
YIII11111\\\
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report Date: 0
Test Method: ASTM C 39
Samplle:e: 50469
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
_ Sample Details
-
Set#: 3 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck 1 Ticket #: 353141-1452915 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 01:40 EDT
Sampled: 02:15 EDT
Cast: 02:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southeast Quadrant, Southeast Corner of Quadrant
Sample Location I Notes: N/A
_
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 5-1/4 (ASTM C 143)
Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (ycP)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Spem
Numcienber
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1
7
10/26/17
0/ 7
4.01
12.63
41,500
3,290
3
D2
U
3-2
28
11/16/17
0/28
4.02
12.69
49,420
3,890
5
D4
U
3-3
28
11/16/17
0/28
4.01
12.63
48,910
3.870
5
D4
U
as Age Average Strengths (psi): 7 Day - 3290. 28 Day - 3880
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
X00Nnn
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPE 6
��O�P;.•'•VtCENS,, �O '
* : No N46
fro"L ,N�
011111100
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Qub�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St, Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report Date:-11224_1�0_
Test Method: ASTM C 39 Sample:,50'470
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
_
Set#: 4 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck / Ticket #: 4477 / 14-1452919 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 01:53 EDT
Sampled: 03:10 EDT
Cast: 03:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, Southwest Corner of Quadrant
Sample Location / Notes: N/A
'
- Batch Log
-
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 5-112 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1
7
10/26/17
7/ 0
4.01
12.63
30,480
2,410
3
D1
U
4-2
28
11/16/17
0 /28
4.00
12.57
45,490
3.620
3
D4
U
4-3
28
1 11/16/17
0 /28
4.01
12.63
44,540
3,530
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2410, 28 Day - 3570
Break Remarks
-
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
x1fluRrIn
TYPE1 TYPE2 TYPE3 TYPE4 TYPE5 TYPE6
``11t1111111 //7 7
5O0MINICQ
�Q'.•'�tGENSF
O
h8
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Gf�
�xxno��
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report ate: 1/24/2018
Test Method: ASTM C 39 Sample: 50470
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 4 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 4477114-1452919 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 01:53 EDT
Sampled: 03:10 EDT
Cast: 03:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, Southwest Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
_ Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 5-1/2 (ASTM C 143)
Air Temperature IF): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yrP)
Standard Cure
Field Cure
Lab Test Results
_
Testing Lab: GFA Port St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
.Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in-)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1
7
10/26/17
710
4.01
12.63
30,480
2.410
3
D1
U
4-2
28
11/16/17
0/28
4.00
12.57
45,490
3,620
3
D4
U
4-3
28
11/16/17
0/28
4.01
12.63
44,540
3,530
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2410, 28 Day - 3570
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
RMON71
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
`v 111111111/177
DOMINIC4f
� �.p'.•'�tCENSF •'•�9
O
* N 146
e8 =
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
0-To
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report ate: 1/? /2018
Test Method: ASTM C 39
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample -Details
Set #: 4 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck I Ticket #: 4477 / 14-1452919 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 01:53 EDT
Sampled: 03:10 EDT
Cast: 03:20 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, Southwest Corner of Quadrant
Sample Location / Notes: N/A
Batch Log
_ _ -
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 5-1/2 (ASTM C 143)
Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port
St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Da s
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1
7
10/26/17
7/ 0
4.01
12.63
30.480
2,410
3
D1
U
4-2
28
11/16/17
0128
4.00
12.57
45,490
3,620
3
D4
U
4-3
28
1 11/16/17
0/28
4.01
12.63
44,540
3,530
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2410, 28 Day - 3570
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 daytest results meets 28 dayspecified strength.
U: Unbundled Caps (ASTM C1231)
XMON71
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPE 6
\\tt1111111///,
`\��`\SpOMWICtijO
��O�P.•''�yCENSF •'•N92O 1_
N.,
t NAL
/1111110\` \
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
0
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Corterete eD:z"4016
'P Test Method: ASTM C 39 e-
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 5 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck l Ticket#: 6575 / 141-1452930 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
02:14 EDT
03:20 EDT
03:25 EDT
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, West Side of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 6-1/2 (ASTM C 143)
Concrete Temp (F): 87 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd')
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port
St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
5-1
7
10/26/17
0/7
4.00
12.57
26,400
2,100
5
D1
U
5-2
28
11/16/17
0128
4.01
12.63
46,290
3,670
5
D4
U
5-3
28
11/16/17
0128
4.01
12.63
47,180
3,740
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2100, 28 Day - 3700
Break Remarks
Capping Methods
DI: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U:
Unbonded Caps (ASTM C1231)
xmwRrin
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPE6
\\\y 11111111/I///77/
C D0 MIN1c4f
1,1GENSF''•N9
18 =
7'11
IrV11
I 00
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
0,0*
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
/2018
%lom ressive Strength of Cott rete Report Date: 50472
P g Sample: 50472
Test Method: ASTM C 39
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 -Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 5 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 6575 / 141-1452930 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 02:14 EDT
Sampled: 03:20 EDT
Cast: 03:25 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, West Side of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 6-1/2 (ASTM C 143)
Concrete Temp (F): 87 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020),
521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
5-1
7
10/26/17
0/ 7
4.00
12.57
26,400
2,100
5
D1
U
5-2
28
11/16/17
0/28
4.01
12.63
46,290
3,670
5
D4
U
5-3
28
11/16/17
0/28
4.01
12.63
47,180
3,740 r/
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2100, 28 Day - 3700
Break Remarks..
_
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
zEoRrin
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
SOOMINICMO
= 018 =
/�Pl�4L E ��•�•
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
/2018
%.ompressive Strength of Co►it.rete Report Date: 50472
Test Method: ASTM C 39 Sample: 50472
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 5 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 6575 / 141.1452930 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 02:14 EDT
Sampled: 03:20 EDT
Cast: 03:25 EDT
Truck Empty:
Placement Time:
_
Location
Placement Location: Slab on Grade
Location Details: Southwest Quadrant, West Side of Quadrant
Sample Location / Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 6-1/2 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 87 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in'
Max Load
Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10/26/17
0/ 7
4.00
12.57
26,400
2,100
5
D1
U
5-2
28
11/16/1;
0/28
4.01
12.63
46,290
3,670
5
D4
U
5-3
28
11/16/17
0/28
4.01
12.63
47.180
3.740
4
D4
I U
Test Age Average Strengths (psi): 7 Day - 2100, 28 Day- 3700
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMONTI
TYPE/ TYPE2 TYPE3 TYPE4 TYPES TYPE6
SpOMINICMO
O�p'.•'•JCENgF'•.!L9 ��
14 •.'GOB_
8 —
t11'. ..- ..��,,,,
9 TnC9
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Gf�
RNW*�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
mom ressive Strength of Coll eportDate 1{2a o'48
Test Method: ASTM C 39 g �a Sampl"\a50�4}
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 6 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket#: 657 / 141-1452940 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
02:33 EDT
04:05 EDT
04:15 EDT
Location _
Placement Location: Slab on Grade
Location Details: Southeast Quadrant, Northeast Comer of Quadrant
Sample Location I Notes: NIA
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
_
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 6.3/4 (ASTM C 143)
Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port
St. Lucie (FDOT 104020),
521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1
7
10/26l17
0!7
4.01
12.63
28.440
2,250
3
D1
U
6-2
28
11/16/17
0/28
4.02
12.69
45,250
3,570
3
D4
U
6-3
28
11/16/17
0128
4.01
12.63
46,280
3,660
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2250, 28 Day - 3620
Break Remarks
_
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The, 28 da test results meets 28 da specified strength.
U:
Unbonded Caps (ASTM C1231)
RMON71
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
\\ SpO...... j�
No.. 4146 *
018
State
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Compressive Strength of Coimwete Report Date: 112412018
Test Method: ASTM C 39 Sample: 50473
�X 5W
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
_Sample Details
Set#: 6 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 657 / 141-1452940 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 02:33 EDT
Sampled: 04:05 EDT
Cast: 04:15 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southeast Quadrant, Northeast Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 6-3/4 (ASTM C 143)
Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure..
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in-)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1
7
10/26/17
0/ 7
4.01
12.63
28,440
2,250
3
DI
U
6-2
28
11/16/17
0 / 28
4.02
12.69
45,250
3,570
3
D4
U
6-3
28
11/16/17
0 / 28
4.01
12.63
46,280
3,660
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2250, 28 Day - 3620
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1237
XEMN71
TYPE 1 TYPE 2 TYPES TYPE 4 TYPES TYPE 6
PS
.• VtCENSF •'•ti9
\��J`o \pe4er14 .G0
* ,• c it •'•,
8 8
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Corturete Report Date: 1/24/2018
Test Method: ASTM C 39
Sample: 50473
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
- Sample Details
Set #: 6 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket#: 657 / 141-1452940 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 02:33 EDT
Sampled: 04:05 EDT
Cast: 04:15 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Southeast Quadrant, Northeast Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
_ Specifications _
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 6-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
_ Lab Test Results
-
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Spem
Ncienumber
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
I Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1
7
10/26/17
1 0/ 7
4.01
1 12.63
28,440
2,250
3
D1
U
6-2
28
11/16/17
0/28
4.02
12.69
45,250
3,570
3
D4
U
6-3
28
11/16/17
0/28
4.01
1 12.63
46.280
3,660
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2250, 28 Day - 3620
Break Remarks
_
Capping Methods
D7: The 7 day test results did not meet the required 70%.
D4: The 28 da test results meets 28 da specified strength.
U: Unbonded Caps (ASTM C1231)
X09Rr1n
TYPE1 TYPE2 TYPE3 TYPE4 TYPE5 TYPE6
PC DO MINIC4f
Oci`,. �-1GENSF y9 ��
018 =
Its �.....•' 4 ��
Sample Taken in Accordancewith ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
"Enrun�"�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength
of ClLrrr:;rete
Rep eft.oate 0
Test Method: ASTM C 39
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
_ Sample Details
Set#: 7 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck / Ticket #: 353 / 14-1452945 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 01:35 EDT
Sampled: 05:20 EDT
Cast: 05:25 EDT
Truck Empty:
Placement Time:
_
Location
-
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location / Notes: N/A
Batch Log
Specifications _-
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 6-1/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd')
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Number
Speciment28
s
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1
10/26/17
0/7
4.02
12.69
26,39D
2,080
5
D1
U
7-2
11/16/17
0/28
4.02
12.69
49,890
3,9307-3
11/16/17
0/28
4.01
12.63
50,110
3,970
4
D4
U
Test Age Average Strengths (psi): 7 Day- 2080, 28 Day. 3950,
Break Remarks
-
Capping Methods
ap
D1: The 7 day lest results did not meet the required 70%.
D4: The 28 da test results meets 28 da s ecified stren th.
U: Unbon Caps (ASTM C1231)
XMoRrIn
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
\\1tt111111 /!/7j/
C IDOMINICMO
2
* No.84146 * _
Dclg"p Wntariq` °`
I�AL1ENv
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
OZ-00
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
"Compressive Strength of Curr.:rete Report Date:1/24/2018
Test Method: ASTM C 39 Samplle:e:0474 50474
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 7 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket 353114-1452945 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
01:35 EDT
05:20 EDT
05:25 EDT
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications _
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 6-1/4 (ASTM C 143)
Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume:
10 (yd3)
Standard Cure,
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1
7
10/26/17
0/ 7
4.02
12.69
26,390
2,080
5
27
U
7-2
28
11l16/17
0128
4.02
122
49,890
3,930
3
D4
U
7-3
28
11/16/17
0/28
4.01
12.63
50,110
3,970
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2080, 28 Day - 3950
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMUNrin
TYPE TYPE TYPE TYPE TYPE TYPE
\\IIIIIIIIII/////
SpOMINICC
�.P.•' �IGENSF •'0
O
* ; No. 146 *
\\d113_
Zklkl�i9g Dingy @ Wntaoi
State/4f,,1 r1i @AL
011111100
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
z
I
Compressive Strength of C,;,rcrete Report Date:1/24/2018
Gf�
r
Test Method: ASTM C 39
Sample: 50474
.yam
'AN1n�P'
Port St. Lucie
Client:
Project:
FBPE CA # 4930
Life Storage
16-2140.00
607 NW Commodity Cove
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Port St. Lucie, FL 34986
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
Phone: 772-924-3575
8531 S. US Highway 1
Fax: 772-924-3580
Port St. Lucie, FL 34952
Sample Details
Set#: 7 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 353 / 14-1452945 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 01:35 EDT
Sampled: 05:20 EDT
Cast: 05:25 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 6-1/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results.
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1
7
10/26/17
0/7
4.02
12.69
26,390
2,080
5
D1
U
7-2
28
11/16/17
0/28
4.02
12.69
49,890
3,930
3
D4
U
7-3
28
11/16/17
0128
4.01
12.63
50,110
3,970
4
D4
U
Test Age Average Strengths (psi): 7 Day - 2080, 28 Day - 3950
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XNWRr1r]
TYPE TYPE TYPE TYPE TYPES TYPE
DoMINICMp
�P.•'•�tCENSF 0,
* No. 84146 * _
18- _
TL1 i96 DogNe Wntani&
State/6.f,)1',(�AL
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
00�*01
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
" e-Y",r..
'Compressive Strength of Colo ` ete Re�ortDate:1/2g2o1a
P
Test Method: ASTM C 39 ajnple'l51482�
Client: Project: �S
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 8 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 4477 / 41-1452966 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 04:08 EDT
Sampled: 05:55 EDT
Cast: 06:10 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Southwest Corner of Quadrant
Sample Location / Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 6-3/4 (ASTM C 143)
Air Temperature IF): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd')
Standard Cure
Field Cure
Lab Test Results _
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field/Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
8-1
7
0/7
4.01
12.63
35,840
2,840
3
D2
U
8-2
28
M11/16/17
0 /28
4.01
12.63
48,210
3,820
5
D4
U
8-3
28
0/28
4.01
1 12.63
1 49,010
3,880
5
D4
U
Test Age Average Strengths (psi): 7 Day - 2840, 28 Day - 3850
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
xm%Rrin
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPES
SOOMINICMO •,%
�CrP'• �.%CENSF •.!y9 ��
2
* ; No.`84146 *
24/20'J8
i�Dogia Npntapb���
AL \���
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
i
4Gfp
�RIIAIM�'
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
12018
Compressive Strength of C4r t�rete Report Date: 50482
Test Method: ASTM C 39 Sample: 50482
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details _
Set #: 8 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 4477 / 41-1452966 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 04:08 EDT
Sampled: 05:55 EDT
Cast: 06:10 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Southwest Corner of Quadrant
Sample Location / Notes: NIA
Batch Log
_
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in):
Air Temperature IF): Concrete Temp (F):
6-3/4 (ASTM C 143)
90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
_ Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Number
Speciment28
ys
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
8-1
10/26/17
017
4.01
12.63
35,840
2,840
3
D2
U
8-2
11/16/17
0/28
4.01
12.63
48,210
3,820U
8-3
11/16/17
0/28
4.01
12.63
I 49,010
3,880
5
D4
U
Test Age Average Strengths (psi): 7 Day - 2840, 28 Day - 3850
Break Remarks
Capping Methods
D2: The 7 day lest result meets the required 70%.
D4: The 28 day lest results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMON71
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPE6
\\����SOOMINIC tij 7//i/
/
O�.•.• VICEN814. 9 i
446
h33Q l8 =
DogyN KMa090, J
/WAL 1V- 0\
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Compressive Strength of Cartcrete Report Date: 1/24/2018
Test Method: ASTM C 39 Sample: 50482
�aruno°�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 -Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details,
Set M 8 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck I Ticket #: 4477 / 41-1452966 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 04:08 EDT
Sampled: 05:55 EDT
Cast: 06:10 EDT
Truck Empty:
Placement Time:
_
Location
_
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Southwest Corner of Quadrant
Sample Location / Notes: N/A
_ Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 6-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
_ Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
TestLDate
Age Days
est
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
likes)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
8-1
7
6/17
0/7
4.01
12.63
35,840
2,840
3U
8-2
28
6/17
0/28
4.01
12.63
48,210
3,820
5
D4
U
8-3
28
6/17
0/28
1 4.01
12.63
49,010
3,880
5
D4
U
Test Age Average Strengths (psi): 7 Day - 2840, 28 Day - 3850
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 dayspecified strength.
U: Unbonded Caps (ASTM C1231)
xmgffln
TYPE1 TYPE2 TYPE3 TYPE4 TYPE5 TYPE6
\\\\\II III11 jI7
INICEN
M�
* No. 84146 * _
4/20J8 =
DogVA ypntapb�`A'.
NmV - \
I1111111\\\\
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
GFA
�'t'wx�noN�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
`
Compressive Strength of Cr✓rr�rete
Test Method: ASTM C 39
Re ' Date: %241 0 &
�;� �sampl`e'•�"60'
�.''
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 9 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 7419 / 14-1453012 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 06:29 EDT
Sampled: 07:40 EDT
Cast: 07:45 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location I Notes: NIA
_ Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1
7
10/26/17
0/7
4.02
12.69
29,980
2,360
5
D1
U
9-2.
28
11/16/17
0/28
4.01
12.63
45,890
3,630
4
D4
U
9-3
28
11/16/17
0/28
4.02
12.69
46,210
3,640
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2360, 28 Day - 3640
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70% .
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
xmuRrin
TYPE1 TYPE2 TYPES TYPE4 TYPES TYPE6
50.....
2
* : �No.8841`46
State'dfj)mahm-11
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA Intemational Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
O•
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
'Compressive Strength of Cdrr�rete Report Date: le: 50083
P g Sample: 50483
Test Method: ASTM C 39
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 9 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 7419 / 14-1453012 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
06:29 EDT
07:40 EDT
07:45 EDT
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location / Notes: N/A
_ Batch Log
_ Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume:
Standard Cure
Field Cure
Lab Test Results
_
Testing Lab: GFA Port St. Lucie (FDOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1
7
10/26/17
0/7
4.02
12.69
29,980
2,360
5
D1
U
9-2
28
11/16/17
0 / 28
4.01
12.63
45,890
3,630
4
D4
U
9-3
28
11/16/17
0128
4.02
12.69
46,210
3,640
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2360, 28 Day- 3640
Break Remarks
_
Capping Methods
D1: The 7 day lest results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
-
U: Unbonded Caps (ASTM C1231)
xmmRrin
TYPE1 TYPE2 TYPES TYPE4 TYPES TYPES
O�P'.•'•LtCENSF''•ti9 i
* No. 84146
-
State'df-J MM& %- tV '�`
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
46
Page 1 of 1
OV,
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
/2018
Compressive Strength of Carr�rete Report Date: le: 50483
p 9 Sample: 50483
Test Method: ASTM C 39
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 9 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 7419 / 14-1453012 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched:
Sampled:
Cast:
Truck Empty:
Placement Time:
06:29 EDT
07:40 EDT
07:45 EDT
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Southeast Corner of Quadrant
Sample Location / Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in):
Air Temperature (F): Concrete Temp (F):
7-3/4 (ASTM C 143)
88 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1
7
10/26/17
017
4.02
12.69
29.980
2,360
5
D1
U
9-2
28
11/16/17
0/28
4.01
12.63
45,890
3,630
4
D4
U
9-3
28
11/16/17
0/28
4.02
12.69
46,210
3,640
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2360, 28 Day - 3640
Break Remarks
Capping Methods
D1: The 7 day test results did not meet the required 70%.
day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C123T)--
XMON71
TYPE'I TYPE 2 TYPE 3 TYPE 4 TYPES TYPES
`\NNN\500MIN1C
�Q'.•' LICENS�c. ON�ii
* No. 8'n44 4466 1�
T • � VlM K0+1'HN
�t1f¢eQhaF�j%e�QFj�4146
Aaiia/d4�r21/ I \N
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
r-" w
GFi
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
"Compressive Strength of Cc,,,.,rete Repo tDate 14(2p 8
p .g Sample350462
Test Method: ASTM C 39 ; t1L1`
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details -
Set #: 10 Technician:
Specimen Size: 4- X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 3429 / 14-1453096 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 07:20 EDT
Sampled: 08:25 EDT
Cast: 08:30 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location / Notes: N/A
• Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 8 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab_ Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Dale
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-1
7
10/26/17
1 017
4.01
12.63
28,940
2,290
4
D1
U
10-2
28
11/16/17
0 / 28
4.01
12.63
47,110
3,730
3
D4
U
10-3
28
11/16/17
0/28
4.02
12.69
46,290
3,650
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2290. 28 Day - 3690
'
Break Remarks
Capping Methods
DI: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
NEURr1r]
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
icioffiNic
p�,p'.•'�%CEN19F''•N9
* No84146
_ �QC 4/2618_ _
1 AL tE �\`�
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
5f:1
Page 1 of 1
G100
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of C�','.-rete Report Date: 0
Test Method: ASTM C 39 Samplle:e: 50492
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 10 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket M 3429 / 14-1453096 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 07:20 EDT
Sampled: 08:25 EDT
Cast: 08:30 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location / Notes: N/A
_ Batch Log -
_
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 8 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd')
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT I04020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-1
7
10/26/17
0/7
4.01
12.63
28,940
2,290
4
D1
U
10-2
28
11/16/17
0/28
4.01
12.63
47,110
3,730
3
D4
U
10-3
28
11/16/17
0/28
4.02
12.69
46,290
3,650
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2290, 28 Day - 3690
BreakRemarks
Capping Methods
Dt: The 7 day test results did not meet the required 70%.
D4: The 28 day test results meets 28 days specified strength.
U: Unbonded Caps (ASTM C1231)
XNURnn
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
O�p'.•''OCENSF'•.!Y9 i
k
* No. 84146
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
46
Page 1 of 1
sJ
Gfi�
yenxxnor
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Cs,rr<:rete Report Date: 12018
Test Method: ASTM C 39
Sample: 50492
50492
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 10 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck I Ticket #: 3429 / 14-1463096 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 07:20 EDT
Sampled: 08:25 EDT
Cast: 08:30 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location I Notes: N/A
Batch Log
-
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 8 (ASTM C 143)
Air Temperature (F): Concrete Temp IF): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Number
Speciment28
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-110/26/17
0 / 7
4.01
12.63
28,940
2,290
4
D1
U
10-211/16/17
0/28
4.01
12.63
47,110
3,730
3
D4
U
10-311/16/17
0 / 28
4.02
12.691
46,290
3,650
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2290, 28 Day - 3690
Break Remarks
Capping Methods
D1: The 7 day lest results did not meet the required 70%.
D4: The 26 da lest results meets 28 da specified strength.
U: Unbonded Caps (ASTM C1231)
XEMRnn
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
p�e''••.LtGENSF''•N9
* ; • No. 84146
Ilia-
Ilnittt`�
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
r
QZ
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
t
Compressive Strength of C�t��rete
Test Method: ASTM C 39
��
ReportDate:k ,2'g,z5o 3:
l
'Sain �eF504 k
.r�\ a,ky
�v
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set #: 11 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck l Ticket#: 7419114-1453165 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 08:35 EDT
Sampled: 09:05 EDT
Cast: 09:15 EDT
Truck Empty:
Placement Time:
_
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Northeast Corner of Quadrant
Sample Location I Notes: NIA
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
11-1
7
10/26/17
0/7
4.01
12.63
37,670
2,980
5
D2
U
11-2
28
11/16/17
0/28
4.02
12.69
49,840
3,930
5
D4
U
11-3
28
11/16/17
0/28
4.03
12.76
50.100
3,930
5
1 D4
U
Test Age Average Strengths (psi): 7 Day - 2980, 28 Day - 3930
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day lest results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMWNr1n
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPES
`\��`�S�OMINICtijO 77��i
pC�P'••'•0CEN3F'•.!Y9
o8 =
h�As Dog&
State IIIjALt���```
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
QW-1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength
P g
of Curt rete Report Date: 1/24/2018
Test Method: ASTM C 39
Sample: 50494
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 11 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 7419 / 14-1453165 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 08:35 EDT
Sampled: 09:05 EDT
Cast: 09:15 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Northeast Corner of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd')
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(Ibs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
11-1
7
10/26/17
0/7
4.01
12.63
37670
2,980
5
D2
U
11-2
28
11/16/17
0/28
4.02
12.69
49tO
3,930
5
D4
U
11-3
28
11/16/17
1 0/28
4.03
12.76
50,100
3,930
5
D4
U
Test Age Average Strengths (psi): 7 Day- 2980, 28 Day- 3930
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
XMURnn
TYPE1 TYPE2 TYPE3 TYPE4 TYPES TYPE6
���500MINICtij
~� 7. 841 6 • O
18
I' Of1a�6�i6��4��6
tate
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Ci;�r:.rete Report Date: 50494
Test Method: ASTM C 39 Sample: 50494
Client: Project
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
' Sample Details
Set #: 11 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck / Ticket #: 7419 / 14-1453165 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 08:35 EDT
Sampled: 09:05 EDT
Cast: 09:15 EDT
Truck Empty:
Placement Time:
Location
_
Placement Location: Slab on Grade
Location Details: Northeast Quadrant, Northeast Corner
Sample Location I Notes: N/A
of Quadrant
_ Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature IF): Concrete Temp IF): 90 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
I Area (in')
Max Load
(lbs)
Strength
(psi)
Fracture
I Type
Break
I Remark
Capping
I Method
11-1
7
10/26/17
0/7
4.01
12.63
37,670
2,980
5
D2
U
11-2
28
11/16/17
0/28
4.02
12.69
49,840
3,930
5
D4
U
11-3
28
11/16/17
0/28
4.03
1 12.76
1 50,100
3,930
5
D4
U
Test Age Average Strengths (psi): 7 Day - 2980, 28 Day - 3930
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
R 1 9Rr1r]
TYPE 1 TYPE 2 TYPES TYPE 4 TYPE 5 TYPE 6
O
* : No.84146
0. 8
Vb-05-66s DoryZjj IFpntano ,44.e.
7111111111\\
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
omp�
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of C(. -:' rete
Test Method: ASTM C 39
rti'9t coo
Report Date le: 50676
Samples �fi7'
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
,
Sample Details
Set#: 12 Technician:
Specimen Size: 4" X 8" Cast By:
Specimens In Set: 4 Date Cast:
Truck I Ticket #: 7419 / 14-145316 Sampled From:
Contractor: Placement Method:
Baker, Jeff
Baker, Jeff
10/19/17
Pump
Pump
Batched: 08:35 EDT
Sampled: 09:30 EDT
Cast: 09:40 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location I Notes: NIA
Batch Log
_
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength: 3500 (psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020). 521 NW Enterprise Drive, Port St. Lucie, FL, 34986 '
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
12-1
7
10/26/17
4/3
4.01
12.63
31,450
2,490
5
D2
U
12-2
28
11/16/17
4 / 24
1
4.01
12.63
1 48,540
3,840
3
D4
U
12-3
28
11/16/17
4/24
4.01
12.63
1 49,120
3,890
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2490, 28 Day - 3870
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
x [ uNnn
TYPE1 TYPE2 TYPE3 TYPE4'TYPE5 TYPE6
1DOMINIC4777 i
��\�P�'•�\CENSF•'0
8-
�Ojft- ENv��
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
OrP.*
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
/2018
Compressive Strength of Ct iiaete Report Date: 50676
P 9 Sample: 50676
Test Method: ASTM C 39
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 12 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck / Ticket #: 7419 / 14-145316 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 08:35 EDT
Sampled: 09:30 EDT
Cast: 09:40 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500(psi)
Field Measurements
Weather: Slump (in): 7-3/4 (ASTM C 143)
Air Temperature (F): Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yd3)
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in2)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
12-1
7
10/26/17
4 / 3
4.01
12.63
31,450
2,490
5
D2
U
12-2
28
11/16/17
4 / 24
4.01
12.63
48,540
3.840
3
D4
U
12-3
28
11/16/17
1 4/24
4.01
12.63
1 49,120
3,890
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2490, 28 Day - 3870
Break Remarks
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
xmuNrin
TYPE1 TYPE2 TYPES TYPE4 TYPES TYPE6
O�QS0 .. .. M
•'•�\CENSF•O!YT9
0
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
f
QZF-�
Port St. Lucie
FBPE CA# 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Concrete Report Date: 1/24/2018
Test Method: ASTM C 39
Sample: 50676
Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221 (PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
_
Set#: 12 Technician: Baker, Jeff
Specimen Size: 4" X 8" Cast By: Baker, Jeff
Specimens In Set: 4 Date Cast: 10/19/17
Truck I Ticket #: 7419 / 14-145316 Sampled From: Pump
Contractor: Placement Method: Pump
Batched: 08:35 EDT
Sampled: 09:30 EDT
Cast: 09:40 EDT
Truck Empty:
Placement Time:
Location
Placement Location: Slab on Grade
Location Details: Northwest Quadrant, Center of Quadrant
Sample Location I Notes: N/A
Batch Log
Specifications
Supplier: SuperMix Mix Design:
On -Site Admixtures: None
3590514
Strength:
3500 (psi)
Field Measurements
Weather:
Air Temperature (F):
Slump (in): 7-3/4 (ASTM C 143)
Concrete Temp (F): 89 (ASTM C 1064)
Plastic Unit Weight:
Air Content:
Load Volume: 10 (yfl
Standard Cure
Field Cure
Lab Test_ Results
Testing Lab: GFA Port
St. Lucie (FDOT 104020), 521 NW Enterprise Drive, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in')
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
12-1
7
10l26l17
4 / 3
4.01
12.63
31.450
2,490
5
D2
U
12-2
28
11/16/17
4/24
4.01
12.63
48,540
3.840
3
D4
U
12-3
28
11/16/17
4/24
4.01
12.63
49.120
3,890
3
D4
U
Test Age Average Strengths (psi): 7 Day - 2490, 28 Day - 3870
Break Remarks.
Capping Methods
D2: The 7 day test result meets the required 70%.
D4: The 28 day test results meets 28 day specified strength.
U: Unbonded Caps (ASTM C1231)
REONrin
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
\\��``SpOMINICItijO''��i
�P.•'LIGENSF �'•tii� i
Nk_
No. 4146
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Sta(&9'm' pY�l E��
''111111100\
Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
dssive Strength of GAS Report Date: 41181;
Sample: 59.
est Metthod: ASTM C 1019
/ Client: Project:
Life Storage 16-2140.00
6467 Main Street Uncle Bob's Self Stor ge #011
Buffalo, NY 14221 (PERMIT NO: 1610.0 82)
• 8531 S. US Highway
Port St. Lucie, FL 34 52 PAY 0 Q 18
Samnie nptaite
�4: 2 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
—__ - , c.1-1C1
12.13 EST
12:17 EST
Location
Placement Location: Other
Location Details: Grout in Pavers, South Side of Building
Sample Location / Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : :80 A Grout Temp F STM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field! Lab
Cure Days
Avg. Width
1 8 3 (in)
Avg. Width
2 8 4 (in)
Area (in')
Avg
Height
Max Load
(Ibs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
2-2
28
04/06/18
3 / 25
3.25
3.25
10.56
6.00
14,800 -
1,400
P-4
S
2-3
28
04/06/18
3 / 25
3.25
3.25
10.56
6.05
13,290
1,260
P-4
S
Test Age Average Strengths (psi): 28 Day - 1330
Test Age Strength Standard Deviation: 28 Day - 72
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1
�28xa, o•� L (o%0- 03W?-
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Gr't;t Report Date: 4/1812018
Sample: 59788
Prism
Test Method: ASTM C 1019
RECEIVED
Client:
Project:
Life Storage
16-2140.00
6467 Main Skeet
Uncle Bob's
�A� 1 �rI
Self Storage'k0011E2A%Ion
Buffalo, NY 14221
(PERMIT NO:
1610-0382)
8531 S. USHi
County, Permitting
Port St. Luc
_ Sample Details
-
Set#: 2 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:13 EST
12:17 EST
_ Location
Placement Location: Other
Location Details: Grout in Pavers, South Side of Building
Sample Location / Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp F): 80 ASTM C 1064
Air Content:
'
Standard Cure.
Field Cure
Lab Test Results
_
Testing Lab: GFA Port St Lucie (FDOT 104020), 607 NW Commodity Cove, PortSt. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test Field / Lab
I Date I Cure Days
Avg. Width
1 & 3 (in)
Avg. Width I
1 2 & 4 (in)
Area (in2)Height
Avg
Max Load
(Ibs)
I Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
2-2
28
04/06/18 3 /25
3.25
3.25
10.56
6.00
14,800
1.400
P-4
I S
2-3
28
04/06/18 3 /25
3.25
3.25
10.56
6.05
13,290
1 1,260
P-4
I S
Test Age Average Strengths (psi): 28 Day -1330
Test Age Strength Standard Deviation: 28 Day - 72
Break Remarks -
Capping Methods
Fracture Types
S: Sulfur Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from T pe 1
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
Compressive Strength of Grout
'ray �•. 1 cola- 03cb-L
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Prism
Test Method: ASTM C 1019
Client: -"— Trojec
Life Storage 16-214
6467 Main Street •f Uncle B
Buffalo, NY 14221 M ".Y O 1 ZO�8 (PERMI
8c5,3n1SS�.
ST. Lucie County, Perrt�?Q.
Report Date: 4/18/2018
Sample: 59787
,'a Self Storage #011 - Expansion
NO: 1610-0382)
S Highway 1
icie, FL 34952
Sample Details
Set#: 1 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:02 EST
12:04 EST
Location
Placement Location: Other
Location Details: Grout in Pavers, South Side of Building
Sample Location I Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements _
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp F : 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
_
Testing Lab: GFA Port St. Lucie (FDOT 104020). 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in 2)
Avg
Height I
Max Load
(lbs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
1-2
1 28
104/06/181
3125
1 3.05
1 3.10 1
9.46
1 6.00 1
10,100
1 1,070
P-4
S
1-3
1 28
04/06/18
3/25
1 3.15
1 3.15 1
9.92
1 6.08 1
10,090
1 1,020
1
1 P4
S
Test Age Average Strengths (psi): 28 Day -1040
Test Age Strength Standard Deviation: 28 Day - 26
Break Remarks
Capping Methods
Fracture Types
FP-4 EDagc,a�lfiracture
S: Sulfur
Caps (ASTM C617)
with no cracking through ends;tap with hammer to distinguish from T pe 1
KENT��'%
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Page 1 of 1
1 to to — 03 0-2-
r
y�
'�MMT�P
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Grout Report Date: 5/22/2018
Sample: 59787
Prism
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 1 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:02 EST
12:04 EST
_ Location
_
Placement Location: Other
Location Details: Grout for Block -work
Sample Location I Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp F : 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020). 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in) I
Area (in')
Avg
Height(lb
Max Load
s)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
1-2
1 28
04/06/18
3/25
3.05
1 3.10 1
9.46
1 6.00 1
10,100
1 1,070
1
1 P-4
I S
1-3
1 28
04/06/18
3/25
1 3.15
1 3.15 1
9.92
1 6.08 1
10,090
1 1,020
1
1 P-4
I S
Test Age Average Strengths (psi): 28 Day -1040
Test Age Strength Standard Deviation: 28 Day - 26
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.
r� 1
"tax�n�e
,r Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
It
i b(a— (:>3cb2
Compressive Strength of Grout Report Date: 5/22/2018
Sample: 59787
Prism
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2146.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 1 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:02 EST
12:04 EST
Location
Placement Location: Other
Location Details: Grout for Block -work
Sample Location / Notes: NIA
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp F : 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in2)
Avg
1 Height I
Max Load
(Ibs)
Strength
I (psi)
Break
Remark
Fracture
Type I
Capping
Method
1-2
1 28
104/06/181
3125
1 3.05
1 3.10 1
9.46
1 6.00 1
10,100
1 1,070
1
P1
S
1-3
28
04/06/18
3 /25
3.15
3.15
9.92
6.08
10,090
1,020
P-4
S
Test Age Average Strengths (psi): 28 Day -1040
Test Age Strength Standard Deviation: 28 Day - 26
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
RECEIVED
MAY 23, '0?8
ST. Lucie County, Permitting
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.
Y Gf�
"Frtrun�°�`
't
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Ibto- 0312)2_-
Compressive Strength of Grout Report Date: 5/22/2018
Sample: 59787
Prism
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610.0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 1 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:02 EST
12:04 EST
Location
Placement Location: Other
Location Details: Grout for Block -work
Sample Location I Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field. Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp IF): 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020). 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
I Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in')
Avg
Height
Max Load
(lbs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
I Method
1-2
28
04/06/18
3/25
3.05
3.10
9.46
6.00 1
10,100
1,070
1 P-4
S
1-3
1 28
04/06/18
3/25
1 3.15
1 3.15
9.92
1 6.08 1
10,090
1 1,020
1
1 P-4
I S
Test Age Average Strengths (psi): 28 Day -1040
Test Age Strength Standard Deviation: 28 Day -26
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
ERECEIVE"
2 3 2018
unty, Permitting
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State WF NMI \\\\"k
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.
a
t
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
1b10� 03` 1
'Compressive Strength of Grout Report Sate: 5/2le: 12018
Prism
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 2 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:13 EST
12:17 EST
Location
Placement Location: Other
Location Details: Grout for Block -work
Sample Location I Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature F : Grout Temp F : 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020). 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in')
Avg
Height I
Max Load
(lbs)
Strength
(psi)
I Break
lRemarki
lFracture
Type
Capping
Method
2-2
1 28
04/06/18
3 / 25
1 3.25
1 3.25 1
10.56
1 6.00 1
14,800
1 1,400
1
1 P-4
S
2-3
1 28
04/06/18
3 /25
1 3.25
1 3.25 1
10.56
1 6.05 1
13,290
1 1,260
1
1 P-4
S
Test Age Average Strengths (psi): 28 Day -1330
Test Age Strength Standard Deviation: 28 Day - 72
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends:tap with hammer to distinguish from Type 1
RECEIVED
MAY 2 3 Z018
ST. Lucie County, Permitting
\t 111111111,111
.• LtGENSg''•.• i
�o 632
- /2018
ICJ• . 1'ST&EOF: .•• tU
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.
M
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
k10t0-03'0-?-
Compressive Strength
of Grout Report Date: 5/22/2018
Sample: 59788
Prism
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
. Sample Details
Set#: 2 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:13 EST
12:17 EST
Location
Placement Location: Other
Location Details: Grout for Block -work
Sample Location / Notes: N/A
_Batch Log _ -
Specifications -
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
_
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature (F): Grout Temp F : 80 (ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FOOT 104020), 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test
Date
Field I Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in2)Height
I Avg
oad
Max(Ibs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
2-2
1 28
04/06/18
3/25
1 3.25
1 3.25
10.56
1 6.00
14,800
1,400
1
1 P-4
S
23
1 28
1041061181-
3 / 25
1 3.25
1 3.25 1
10.56
1 6.05 1
13,290
1 1,260
1
1 P-4
I S
Test Age Average Strengths (psi): 28 Day - 1330
Test Age Strength Standard Deviation: 28 Day - 72
Break Remarks-
Capping Methods
Fracture Types
S: Sulfur Caps (ASTM C617)
P. Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
RECEIVED
MAY 2 3 2818
ST. Lucie County, Permitting
\t 11\IIIIII11j'
` .• �tGENgF'•.•
f0 6321
4, �. 'STATE OF .. e.\
6AFAIL
Ih11111ttt
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.
10
1�010 — 03�YL
l
f®
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575
Fax: 772-924-3580
Compressive Strength of Grout Report Date: 5/22/2018
p g Prism Sample: 59788
Test Method: ASTM C 1019
Client:
Project:
Life Storage
16-2140.00
6467 Main Street
Uncle Bob's Self Storage #011 - Expansion
Buffalo, NY 14221
(PERMIT NO: 1610-0382)
8531 S. US Highway 1
Port St. Lucie, FL 34952
Sample Details
Set#: 2 Technician: Smith, Johnnie
Specimen Size: 3" X 6" Cast By: Smith, Johnnie
Specimens In Set: 4 Date Cast: 03/09/18
Contractor: ME Construction Sampled From: Bucket
Batched:
Sampled:
Cast:
12:13 EST
12:17 EST
Location
Placement Location: Other
Location Details: Grout for Block -work
Sample Location / Notes: N/A
Batch Log
Specifications
On -Site Admixtures: None
Strength:
500 (psi)
Field Measurements
Weather: Slump (in): 6 (ASTM C 143)
Air Temperature (F): Grout Temp IF): 80 ASTM C 1064
Air Content:
Standard Cure
Field Cure
Lab Test Results
Testing Lab: GFA Port St. Lucie (FDOT 104020), 607 NW Commodity Cove, Port St. Lucie, FL, 34986
Specimen
Number
Test
Age Days
Test Field / Lab
Date Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)
Area (in')
Avg
Height
Max Load
(lbs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
2-2
28
04/06/18 3/25
3.25
3.25
10.56
1 6.00 1
14,800
1,400
1
1 P4
1 S
2-3
28
04/06/18 3/25
1 3.25
1 .25 1
10.56
1 6.05 1
13,290
1 1,260
1
1 P-4
I S
Test Age Average Strengths (psi): 28 Day -1330
as Age Strength Standard Deviation: 28 Day - 72
Break Remarks
Capping Methods
Fracture Types
S: Sulfur
Caps (ASTM C617)
P-4: Diagonal fracture with no cracking through ends;tap with hammer to distinguish from Type 1
\t111111111////
\\ 77
��HN .....
t110ENSF •'•
63218,
MAY 2 3 2013
ST. Lucie County, Permitting
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any Page 1 of 1
electronic copies.