HomeMy WebLinkAboutCOMPRESSIVE STRENGTH TEST;ETC
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
5/18/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-1
ProjectlD:
3996000423
Cylinder Set ID:
24227
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
rr nge
Permit No.:
Supplier:
e `
BY
St. Lucie County
VE.
Sample Location: Building Columns sonotubes (13) AUG 2 7 2018
Remarks:
FIELD DATA
rcl a ut.uuy vcNu
Design Strength (PSI:)
4000
Slump (In.):
Mix Description:
1176610
Placement:
Direct
Ticket Number:
35713641
Weather:
Partly Cloudy
Truck Number:
4623
Concrete Temp ff):
62
Batch Time:
9.21.00 AM
Air Ternp (eF):
72
Time Sampled: 10:10:00 AM Air Content:
Elapsed Time (Min): 49 Cubic Yards Sampled: 515
Unit Wt: Number of Cylinders Cast: 5
TEST RESULTS
Curing (Days) TestDa a Diameter (in) Area (Sq in TotalLoad (lbs-force) CompressiveStrencith (PSI) Break Type'
r
7 5/25/2018 4.01 12.62 42110 3336 2 I1
�p�
28 6/15/2018 4.03 12.75 58740 4607 5 L."_1 0z'
28 6/15/2018 4.01 12.62 52800 4183 5 IS�t
28 6/16/2018 4 12.56 55060 4384 2 { o n
56 7/13/2018 0
C.7
Compressive Strength Average (PSI) of the 28 day Breaks = 4390 PASS
No Other Breaks Evaluated
C
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone on ColumnerveNcal Diagonal fracture with Side fractures at top or Similar to type 5, but
formed canes on both one engvertical cracidng through both no cracking through the bottom (Occurs cylinder is pointed.
ends, less than t in. cracks running through ends, no well formed ends; tap wth hammer commonly with
(25 film) of cracking caps, no well-defined cones. to distinguish from type unbonded caps.)
though caps. cone on other end. t.
•• All dimensions and directions are approximate
Checked B William Martin Project Manager.y-'��•
--�' r ru O2J18 1
jil�Jij�— Aef us Engine I
syn.r�giaer
Florida baas6482613
As a mutual protection to our client the public and ourselves, all reports are submitted as the confidential property of clients. Autorizathen fdr publication of statements, conclusions, or
extracts from our reports Is reserved pendingwdhen approval. Our reports apply only to Me strengths of the test speylmens fin no! tome in -situ strengths of Me members Indentiaed
In the "Location' Irdarmatlon. ,
I"
lent!
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
Iff'Tc TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength Test of Concrete Cylinders
Client Name: Wawa Inc. Date Cast: 7/9/2018
Project Name: Wawa Store #5220 Field Mark: KA-1
ProjectlD: 3996000423 Cylinder Set ID: 2�518
Project Address: Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: r,C rj Cj
Permit No.: Supplier: t'C
Sample Location: Building sidewalk line J (10, 15) & A (10,15) AUG 2 Zia
Remarks: Set was casted by GC/Mosley & Son Dar-Mitting pepartrnent
FIELD DATA cr I tide! I r
Design Strength (PSI:)
3500
Slump (In.): L_�
Mix Description:
1176610
Placement:
Direct
Ticket Number:
35711087
Weather:
Partly Sunny
Truck Number:
10067034
Concrete Temp (aF):
Batch Time:
9:30:00 AM
Air Temp (eF):
Time Sampled:
Air Content:
Elapsed Time (Min):
Cubic Yards Sampled:
20/30
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) Tes Da a Diameter (in) Area (Sq in TotalLoad (lbs-force) CompressiveStrentith (PSI) Break Tvoe
7
7/16/2018
4.01
28
8/6/2018
4
28
8/6/2018
4.02
28
8/6/2018
3.99
56
9/3/2018
12.62
38820
12.56
47640
12.69
66420
12.5
49660
3075 5
3793 5
5236 5
3974 2
0
Compressive Strength Average (PSI) of the 28 day Breaks = 4330 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone on Columnervediczl Diagonal fracture with Side fractures at top or Similar to type 5, but
forted cones on both one enc NeNral cracking through both no cracking through the actin (Occurs cylinder is pointed.
ends, less than 1 in. tracks conning through ends, no wall formed ends; tap with hammer commonly with
(25 mm) of narking caps, no well-defined cones. to distinguish from type unbonded raps.)
though caps. cone on other end. 1.
" All dimensions and directions are approximate
Checked By: William Martin
!If:V _
Project Manager. -U/-'�'°','�f
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential 6mpe,;ty of clients. Autodzaxon for publication of statements, conclusions, or
extracts from our reports is reserved pendingwritten approval. Our reports apply only to the strengths of fir test spechmeml and not to the to -situ strengths of the members Indentified
In the"Location"Information. - - �'
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
,. TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/9/2018
Project Name:
Wawa Store #5220
Field Mark:
KA-2
ProjectlD:
3996000423
Cylinder Set ID:
24519
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Khaled Afif(
Permit No.:
Supplier:
Cemex
Sample Location: Building sidewalk line J (10,15)
Remarks:
FIELD DATA
Design Strength (PSI:) 4000
Slump (In.):
5.5
Mix Description:
1176610
Placement:
Direct
Ticket Number:
35711968
Weather:
Partly Sunny
Truck Number:
10065283
Concrete Temp (OF):
88
Batch Time:
1:25:00 PM
Air Temp (OF):
90
Time Sampled:
2:15:00 PM
Air Content:
Elapsed Time (Min):
50
Cubic Yards Sampled:
4.5/15
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days)
TestDate Diameter (in)
Area (Sq in
Totall-oad (lbs-force) CompressiveStrength
(PSI) Break Type
7
7/16/2018 3.99
12.5
31450 2517
5
28
8/6/2018 4.01
12.62
70080 5552
5
28
8/6/2018 4.02
12.69
70020 5520
5
28
8/6/2018 4.02
12.69
73300 5778
2
56 9/3/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5620 PASS
No Other Breaks Evaluated
—yt F[ f F. IIIr11r�}fill1I1''/'1'f1n'I1�1tj,\\III'I
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well -formed cone an Columnerverllon Diagonal facture with Side fractures at top or Similar to type 5, but
fomted cones on both one end.Verlical cracking through both no cracking through the bottom(Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends. no well formed ends; tap with hammer commonly w ili
(25 rum) of cracking caps, no well-defined cones. to distinguish from type unbendedcaps.)
though ceps. cone on other end. 1.
"All dimensions and directions are approximate
Checked By: William Martin
Project Manager. G
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of clients. Aulcfiiation for publication of statements, conclusions, or
extracts from our reports Is reserved pendingwdtten approval. Our reports apply only to the strengths of the test specimens and not to I" In -situ strengths of the members Indentined
In the "Locatlon"Information. I '- -
ff'T ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
JRk C TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/14/2018
Project Name:
Wawa Store #5220
Field Mark:
NH-1
ProjectlD:
3996000423
Cylinder Set ID:
24526
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Norman Hunter
Permit No.:
Supplier:
Centex
Sample Location: East Parking South Section
Remarks: W/Fiber
FIELD DATA
Design Strength (PSI:) 4000
Slump (In.):
5.5
Mix Description:
1564868
Placement:
Direct
Ticket Number:
68393
Weather:
Mild
Truck Number:
35824016
Concrete Temp (OF):
86
Batch Time:
6:15:00 AM
Air Temp (°F):
77
Time Sampled:
7:05:00 AM
Air Content:
Elapsed Time (Min):
50
Cubic Yards Sampled:
10/90
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days)
Tes Da a Diameter (in)
Area (Sq in
Totalt-oad (lbs-force) ComoressiveStrenoth
(PSI) Break Type
7
7/21/2018 4.01
12.62
50110 3970
5
28
8/11/2018 4.01
12.62
60940 4828
5
28
8/11/2018 4.02
12.69
64950 5120
5
28
8/11/2018 4.03
12.75
61390 4815
5
56 9/10/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4920 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well- Well -formed cone an Columnervertical Diagonal fracture with Side fractures at tap or Similar to type 5, but
formed cones on both one eadyeoical racking through both no cracking through the bottom. (Occurs cylinder is painted.
ends, less than 1 in. cracks running though ends, no well formed entls: tap with hammer commonly with
(25 ram) of crdeMng caps, no well-defined cones. to distinguish from type unbondedceps.)
though caps. cone on other end. 1.
•• All dimensions and directions are approximate
1 :'lid
Protect Manager.
Checked By: William Martin
Floro..L(eense#6251g_; 0/0HAIENn;lo"
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of cllea4. ltutodzatlon for pdblicTgon of statements, conclusions, or
extracts from our reports is asserted pendingwritten approval. Our reports apply only to the strengths of the test speclmeas and not I. the Ir. sltu strengths of me members Indentili
In the Zocatlon" Information.
1'
ATC Group Services LLC
9955 N.W,116 Way Suite 1 Miami, FI. 33178
15k C TELEPHONE (305) 882.8200, FACSIMILE (305) 882.1200
'T
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/14/2018
Project Name:
Wawa Store #5220
Field Mark:
NH-2
ProjectlD:
3996000423
Cylinder Set ID:
24527
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Norman Hunter
Permit No.:
Supplier:
Centex
Sample Location: North Parking West Section
Remarks: w/Fiber
FIELD DATA
Design Strength (PSI:) 4000
Slump (In.):
6
Mix Description: 1564868
Placement:
Direct
Ticket Number: 69637
Weather:
Mild
Truck Number: 35824207
Concrete Temp (OF):
87
Batch Time: 7:25:00 AM
Air Temp (OF):
80
Time Sampled: 8:25:00 AM
Air Content:
Elapsed Time (Min): 60
Cubic Yards Sampled:
60/90
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDa a Diameter (in)
Area S in Totall-oad (lbs-force) CompressiveStrength
(PSI) Break Tvoe
7 7/21/2018 4
12.56 45940 3658
5
28 8/11/2018 4.02
12.69 57470 4530
5
28 8/11/2018 3.99 12.5 57240 4580 5
28 8/11/2018 4.03 12.75 55650 4365 2
56 9/10/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4490 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Well4ormed cone on Columnervertical Diagonal hactum with side fratlures al top or Similar to type S. but
formed cones on both one end,Verbcal cracking through both no cackng through the bottom.(Occurs cylinderis pointed.
ends, less than 1 in. cracks running through ends, no well formed ends; tap with hemmer commonly with
(25 mm)of=clang caps, no well-defined cones. to distinguish from type unbonded caps.)
though caps. cane on other end. i.
" All dimensions and directions are approximate
Checked By: William Martin
Project Manager.
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential propehy of c!lents. Amoriiedop for p`uhlicatlon of statements, conclusions, or
extracts from our reports is reserved pendingwdtten approval. Our reports apply only to the strengths of the test specimens erd not:c the In -situ strengths of the members Indentified
In the"Location"Information.
A TC GIB Services LLC
,' 9955 N.W. Way Suite 1 Miami, FI.33178
- TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strenath Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
7/18/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24563
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie
Technician:
Juan Paniagua
Permit No.:
Supplier:
Cemex
Sample Location: Curbs at building islands
Remarks:
FIELD DATA
Design Strength (PSI:)
3500
Slump (In.):
3
Mix Description:
3500 curb blend
Placement:
Direct
Ticket Number:
35832349
Weather:
Sunny
Truck Number:
4589
Concrete Temp ff):
82
Batch Time:
2:49:00 PM
Air Temp ff):
91
Time Sampled:
3:45:00 PM
Air Content:
Elapsed Time (Min):
56
Cubic Yards Sampled:
8/8
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter (in)
Area S in TotalLoad (lbs-force) CompressiveStrencith (PSI)
Break Type
7 7/24/2018 4.02
12.69 65390 5155
5
28 8/14/2018 4.03 12.75 73020 5727 5
28 8/14/2018 3.99 12.5 75570 6047 2
28 8/14/2018 4 12.56 78010 6211 5
56 9/11/2018 0
Compressive Strength Average (PSI) of the 28. day Breaks = 6000 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well. Well -formed cone on Columner vertical Diagonal fracture with Side fractures at lop or Similar to type 5, but
formed cones on both one endYemcel clacking through both no cracking through the bottom. (Occurs cylinder Is pointed.
ends, less than 1 in. cracks running through ends, no wellformed ends; tap with hammer commonlywith
(25 mm) of craddng caps, no well-defined cones. to distinguish from type unbonded raps.)
though raps, cone on other end. 1.
" All dimensions and directions are approximate ,...........„„
VS E PA
Checked By: William Martin Project Manager.�rT I �' ,�.'�/.>•�,'• �,�CENSF C¢�
iy STAEOF '#
eAd
.Senfot Engineer , ?�F, I.IUP a�4r
Florida License #-fi 519- : - /ONALENGo,0
•� - - ....wnn
": Tl'
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of �Hents. Autorization for publicedon of statements, conclusions, or
extracts from our reports is reserved pendingwriften approval. Our reports apply only to the strengths of the test specimens and hot to'he In-situ'.6engths of the members indenfified
In the "Location" information.
_ % ATC Gl�'_ s., Services LLC
,9955 N.W.116 Way Suite 1 Miami, FI.33178
X.
O'Tc'TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete C
linderS
Client Name:
Wawa Inc.
Date Cast:
7/26/2018
Project Name:
Wawa Store #5220
Field Mark:
JP-1
ProjectlD:
3996000423
Cylinder Set ID:
24599
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Juan Paniagua
Permit No.:
Supplier:
Adonel
Sample Location: Stamped S on G between gridlines 10 & 13 N of gridline B and store NE landscape island
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
6
Mix Description!
4k psi & Color
Placement:
Direct
Ticket Number:
13549
Weather:
Sunny
Truck Number:
7014
Concrete Temp (°F):
80
Batch Time:
10:17:00 AM
Air Temp ff ):
92
Time Sampled:
12:00:00 PM
Air Content:
Elapsed Time (Min):
103
Cubic Yards Sampled:
8/13
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter (in) Area (Sq in Totall-oad (lbs-force) ComoressiveStrencith (PSII Break Type
7 9/1/2018 4.03 12.75 52100 4087 5
28 8/23/2018 4.01 12.62 62620 4961 5
28 8/23/2018 4.02 12.69 63480 5004 5
28 8/23/2018 4 12.56 63180 5030 2
56 9/20/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5000 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonablywell- Weil -formed cone on Columnervertical Diagonal fracture with Side fractures at top or Similar to type 5, but
formed cones on both one endNediral cracking through both no cracking through the bottom. (Occurs cylinder is pointed.
ends, less than 1 in. cracks running through ends, no wall formed ends; tap with hammer commonly with
(25 men) of cracking caps, no wall -defined cones, to distinguish from type unbonded caps.)
though caps. cone on other end. 1. ,
All dimensions and directions are approximate rr
Checked By: William Martin Project Manager.
am
i 9l, STATE OF
Ser,.or Engineer_ .. .�H(...... "
Florida License ti 62519, . ��RAL ENGnr'�k
As a mutual protection to our client thepublic and ourselves, all reports are submitted as the confidential property of dents. Autombration for p0lication of statements, conclusions, or
mmmcla from our reports Is resomed pendingwritten approval. Our reports apply only to the strengths of the test specimens and wi to the jm-situ strengths of the members indentified
in the "Locatlon" information.
n
ATC Group Services LLC
JO
9955 N.W.116 Way Suite 1 Miami, FI.33178 TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
3/30/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-1
ProjectlD:
3996000423
Cylinder Set ID:
23877
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Ahmed Mokhtar
Permit No.:
Supplier:
Cemex
Sample Location: Building footers: F8x22 at Al, A3
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
1176610
Placement:
Pump
Ticket Number:
35616266
Weather:
Mostly Cloudy
Truck Number:
4589
Concrete Temp (OF):
65
Batch Time:
9:47:00 AM
Air Temp (OF):
77
Time Sampled:
10:20:00 AM
Air Content:
Elapsed Time (Min):
33
Cubic Yards Sampled:
100.5/115.5
Unit Wt:
Number of Cylinders Cast:
5
Curing (Days) TestDate Diameter (in) Area (Sq in TotalLoad (lbs-force) ComoressiveStrenath (PSI) BreakTvoe��e
�. 7 4/6/2018 4 12.56 58960 4694 5 f r
28 4/27/2018 4.01 12.62 63580 5037 5 I �—
28 4/27/2018 4.03 12.75 61870 4853 2 `-
28 4/27/2018 4.02 12.69 60050 4734 2F
56 5/25/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4870 PASS CD
No Other Breaks Evaluated
—•t --
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well. Well4ormed cone on Calumnervertical Diagonal fracture with Side fractures at top or Similar to type 5, but
fanned cones an bog, one endNertical craddng through both no cracking through the bon...(Occurs cylinderispointed.
ends, less than 1 in. cracks mnning through ends, no well formed ends; tap with hammer commonly with
(25 mm)of cradling caps, no well-defined canes. to distinguish from type unbonded caps.)
though raps, cone on other end. i.
•' All dimensions and directions are approximate �*
Checked By: William Martin Project Manager.lf�'-""
As a mutual protection to our client, the public and ourselves, all reports are submltied as the confidential property of clients. Autorizatlon for publication of statemems, conclusions, or
extracts from our reports is reserved pendingwritten approval. Our reports apply only to the strengths of the test specimens and not to the In -situ strengths of the members Indengfied
In the "Location" Information.
NITC i
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
k
TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
Compressive Strength Test of Concrete Cylinders
Client Name: Wawa Inc. Date Cast: 3/30/2018
Project Name: Wawa Store #5220 Field Mark: EM-2
ProjectlD: 3996000423 Cylinder Set ID: 23878
Project Address: Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: Ahmed Mokhtar
Permit No.: Supplier: Cemex
Sample Location: Building footers: F6x7 By R and F8 at H9
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
1176610
Placement:
Pump
Ticket Number:
35616700
Weather:
Mostly Cloudy
Truck Number:
7679
Concrete Temp ff):
65
Batch Time:
11:30:00 AM
Air Temp (°F):
77
Time Sampled:
12:10:00 PM
Air Content:
Elapsed Time (Min):
40
Cubic Yards Sampled:
63/115.5
Unit Will:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDale Diameter (in) Area (Sq in Totall-oad (lbs-force) CompressiveStrenoth (PSI) Break Type
7 4/6/2018 3.99 12.5 51190 4096 5
28 4/27/2018 4.03 12.75 61320 4810 2
28 4/27/2018 4 12.56 60350 4805 5
28 4/27/2018 4.01 12.62 55880 4427 2
56 5/25/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 4680 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasenablywell- Well -formed cone on Columnervedical Diagonal fracture with Side fractures at top or Similar to type 5, but
formed cones on both one end,Vertical aacldng through both no cracking through the bottom. (Occurs cylinder is pointed.
ends, less Nan 1 in. cracks running through ends, no well formed ends; tap with hammer commonly with
(25 mn) of cracking caps, no welldenned cones. to distinguish from type unbundled caps.)
through caps. cone on other end. 1.
•` All dimensions and directions are approximate
Checked By: William Martin Project Manager::/s'�3�%f{
i
As a mutual protection to our cllen%the public and ourselves, all reports are submitted as the confidential property cf cdents. Autorlratlonm publication of statements, conclusions, or
extracts from our reports Is reserved pendingwrttien approval. Our reports apply only to the strengths of the test specimens and not to the in -situ strengths of the members indentined
In the "Location"Information.
ATC Group Services LLC
AT
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
Nkc
I
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
3/30/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-3
ProjectlD:
3996000423
Cylinder Set ID:
23879
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Emmanuel Monuma
Permit No.:
Supplier:
Cemex
Sample Location: Building footers: F8x26 at 1-114, G14
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
1176610
Placement:
Pump
Ticket Number:
55054863
Weather:
Mostly Cloudy
Truck Number:
5324
Concrete Temp ff):
65
Batch Time:
1:31:00 PM
Air Temp ff):
77
Time Sampled:
2:05:00 PM
Air Content:
Elapsed Time (Min):
34
Cubic Yards Sampled:
115.5/115.5
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
1
Curing (Days)
TestDate
Diameter (in)
Area (Sci in Totall-oad (lbs-force)
CompressiveStrength (PSI)
Break Tvoe
7
4/6/2018
4.01
12.62 55200
4373
5
28
4/27/2018
4.02
12.69 64450
5080
2
28
4/27/2018
4
12.56 65540
5218
5
28
4/27/2018
4.03
12.75 69530
5454
2
56
5/25/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 5250 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4
Reasonablywell- Well -formed cone on Columnerwulical Diagonal fracture with
formed Cones on both one end,Vertical craclang through both no craclung through the
ends, less than 1 in. crocks running through ends, no well formed ends; tap with hammer
(25 mm) of cracking caps, no well-defined cones. to distinguish from type
thoughcaps. cone on other end. 1.
" All dimensions and directions are approximate
Checked By: William Martin
f 4'% _
Project Manager: / i"tf �, +
1l�
Type 5
Side fractures at top or
bottom. (Occurs
commonly with
unbonded caps.)
Type 6
Sinular to type 5, but
cylinder is painted.
rlarpLicense anzolu,-nnCp•„r�-
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of clicrds. Autod:atlon for pabllcatlon of statements, conclusions, or
extracts from our reports Is reserved pendingwdtten approval. Our reports apply only to the strengths of the test specimens and not to the In -situ etfangths of the members Indentified
In the "Location" Information. "
ATC Group Services LLC
JIFkTC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882.8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
4/4/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-1
ProjectlD:
3996000423
Cylinder Set ID:
23922
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Emmanuel Monuma
Permit No.:
Supplier:
Centex
Sample Location: Building footers: F6@A10, F8x26 F8x26, F4@jl4, F5@K15, F8x25 J10, 12, F8 @ 1-19, F8 @ H4
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
1176610
Placement:
Direct
Ticket Number:
35625364
Weather:
Mostly Cloudy
Truck Number:
8036
Concrete Temp (OF):
65
Batch Time:
1:09:00 PM
Air Temp (OF):
77
Time Sampled:
2:00:00 PM
Air Content:
Elapsed Time (Min):
51
Cubic Yards Sampled:
9/9
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days) TestDate Diameter(in) Area S in Totall-oad (lbs-force) ComoressiveStrength (PSI) BreakTvoe
7
4/11/2018
4.03
12.75
45860
3597 5
28
5/2/2018
4
12.56
64550
5139 5
28
5/2/2018
4.01
12.62
65640
5200 5
28
5/2/2018
4
12.56
63180
5030 5
56
5/30/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 5120 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Reasonably well. Well-lonned cone on Columnervertical Uagonal fracture with Side fracases at top or Similar to type 5, but
fomretl cones on both one endNencal cracking lhmugh both no cracking through the bmtom.(Occurs cylinder is pointed.
ends. less than l in. cracks running through ends, no well formed! ends: lap with hammer commonly with
(25 mac) of cracking caps, no well-defined cones. to distinguish faces type unbonded caps.)
though caps. cone on other end. 1.
"All dimensions and directions are approximate
Checked By: William Martin
Protect Manager: Ff'
i
Asamutual protectiontoourclient,thepublicandourselves, all reportsaresubmittedas theconfidentialof
property eclmans'aAutorlugonforpubllcangt of statements. conclusions, or
[nth eta frees our reports Is reserved Dentlingwatten approval. Our reports apply only to the strengths of the test spedmans aril rio: to'Ne Irvsltu strengths of the members Indenggetl
In the 'Location' Information.
k
ATC Group Services LLC
jT 9955 N.W.116 Way Suite 1 Miami, FI.33178 A, C TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength Test of Concrete Cylinders
Client Name: Wawa Inc. Date Cast: 7/10/2018
Project Name: Wawa Store #5309 Field Mark: AA-1
ProjectlD: 3996000428 Cylinder Set ID: 24499
Project Address: Hiatus Road & Pembroke Road, Pembroke Pines, Technician: t ��Qyl
Permit No.: Supplier: ta1e� j
Sample Location: Building Slab B-J x 10-15
Remarks:
Design Strength (PSI:)
4000
Mix Description:
CAJ95R30
Ticket Number:
686611
Truck Number:
15035
Batch Time:
11:22:00 AM
Time Sampled:
12:22:00 PM
Elapsed Time (Min):
60
Unit Wt:
Curing (Days)
TestDa e
7
7/17/2018
28
8/7/2018
28
8/7/2018
28
817/2018
56
9/4/2018
Slump (In.): L
Placement:
Weather:
Concrete Temp ('F):
Air Temp ff):
Air Content:
Cubic Yards Sampled:
Number of Cylinders Cast:
AUG 2 7 2018
tong Depa tYtefl?
n 4, Cr i
Pump
Partly Cloudy
88
93
10/110
5
Diameter (in)
Area (So in
Totall-oad (lbs-force)
CompressiveStrength (PSI)
Break T+vppri��e��---
4.02 12.69 48030 3786 61L�1
3.99
12.5
58410
4674
5
0
4
12.56
58830
4684
5
0
3.99
12.5
58200
4657
2
0
c7
C
Compressive Strength Average (PSI) of the 28 day Breaks = 4670 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4
Reasonably well- Well -formed cone on Columnervedical Diagonal fracture Win
fanned cones an both one endlNertical craclang through win no cracking through the
ends, less than 7 In. sacks running through ends, no welt loaned ends; tap with hammer
(25 con) of cracking caps, no well-defined canes, to distinguish from type
though caps, cone on other end. 1.
All dimensions and directions are approximate
f _
Checked By: William Martin Project Manager:
U E
Type 5
Side fractures at top or
bottom (Occurs
commonly with
unbonded raps.)
Type 6
Similar to type 5, but
cylinder is painted.
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential property of clldm.. Analfta!ion fa publlcatlon of statements, conclusions, or
edracts from our reports is reserved pendingwdtten approval. Our reports apply only to the strengths of the test specimens and not to the Insau sirmlyths of the members indentifned
In the 'Location' Information. I, 0 1, '
ff-T ATC Group Services LLlIC
JA
9955 N.W.116 Way Suite 1 Miami, FI.33178
k. C TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength Test of Concrete Cylinders
Client Name: Wawa Inc. Date Cast: 5/1512018
Project Name: Wawa Store #5220 Field Mark: EM-2
ProjectlD: 3996000423 Cylinder Set ID: 24194
Project Address: Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: r as r it ^ `
Permit No.: Supplier: F�'ir- x
Sample Location: Building Slab:(15, 12.5), (K,F) I AUG 2 7 2918
Remarks: Slump was measured at the pump
Design Strength (PSI:) 4000
Slump (In.): —
o
Mix Description:
1603448
Placement:
Pump
Ticket Number:
35706556
Weather:
Mostly Cloudy
Truck Number:
4623
Concrete Temp (OF):
65
Batch Time:
8:03:00 AM
Air Temp (OF):
72
Time Sampled:
8:42:00 AM
Air Content:
Elapsed Time (Min):
39
Cubic Yards Sampled:
60/115
Unit-Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days)
TestDate Diameter (in)
Area (So in Totall-oad (lbs-force) ComoressiveStrencith
(PSI) BreakT
1
7
5/22/2018 4.01
12.62 53980 4276
5
28
6/12/2018 4.03
12.75 70350 5518
2
i a
28
6/12/2018 3.99
12.5 68970 5519
5
28
6/12/2018 4.02
12.69 69200 5455
5
56
7/10/2018
0
N
C'J
Compressive Strength Average (PSI) of the 28 day Breaks = 5500 PASS
i
No Other Breaks Evaluated
I�
Type 1 Type 2 Type 3 Type 4
Reasonably well. Wall -formed cone on Columnervertical Diagonal fracture with
formed woos on both me endNeNcal craddng thmugh both no crac mg through the
ends, less than 1 in. cracks conning thmugh ends, no well formed entls: tap with hammer
(25 no of crdclting ups, no we!I-deened cones. to distinguish from type
though ups. cone an other and. 1.
•• All dimensions and directions are approximate
Checked By: William Martin Project Manager.
D E [T
Type 5 Type 6
Side fracums at top m Similar to type 5, but
bottom(Occurs cylinder is pointed.
commonly win
unbonded raps.)
As a mutual protection to ourclleny the public and ourselves, all reports are Submitted as the confidential prope,ty of talents. Autnr!zaIlon forpub!Icatlon of statements, conclusions, or
extracts from our reports is reserved pendingwdtten approval. Our reports apply only to the strengths of the test specimens Ind not to the in-shu strengths of the members Indentined
In the "Loudon" Information. -
1 ^
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
N AkT'
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast:
5/15/2018
Project Name:
Wawa Store #5220
Field Mark:
EM-3
ProjectlD:
3996000423
Cylinder Set ID:
24195
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician:
Emmanuel Monuma
Permit No.:
Supplier:
Cemex
Sample Location: Building Slab:(15, 12.5), (K,F)
Remarks:
FIELD DATA
Design Strength (PSI:) 4000
Slump (In.):
7.5
Mix Description:
1603448
Placement:
Pump
Ticket Number:
35707144
Weather:
Mostly Cloudy
Truck Number:
4924
Concrete Temp (aF):
65
Batch Time:
10:16:00 AM
Air Temp (°F):
72
Time Sampled:
10:48:00 AM
Air Content:
Elapsed Time (Min):
32
Cubic Yards Sampled:
110/115
Unit Wt:
Number of Cylinders Cast:
5
TEST RESULTS
Curing (Days)
TestDate Diameter (in)
Area (Sq in
Totall-cad (lbs-force) CompressiveStrength
(Pall Break Type
7
5/22/2018 4.02
12.69
47930 3778
5
28
6/12/2018 4.01
12.62
70750 5605
5
28
6/12/2018 4.03
12.75
69620 5461
5
28
6/12/2018 3.99
12.5
70410 5634
2
56 7/10/2018 0
Compressive Strength Average (PSI) of the 28 day Breaks = 5570 PASS
No Other Breaks Evaluated
—H [. '.,.
RM
Type 1 Type 2 Type 3 Type 4
Reasonably well- Well -formed cone on Columnervertical Diagonal fracture with
fomcetl cones on both one end,Vedical uscidng through both no cracking through the
ends, less than 1 in. chocks formed through ends, no well fored ends; tap with hummer
rm (25 n) of cracking caps, no well-defined wnes. to distinguish from type
though caps. cone on other end. 1.
•' All dimensions and directions are approximate
r .h�i Y.•n.
Checked By: William Martin Project Manager.,
DU R
Type 5 Type 6
Side fractures at top or Similar to type 5, but
botiom.(Occum cylinder is pointed.
commonly with
unbundled caps.)
As a mutual protection to our client, the public and ourselves, all reports are submitted as the confidential propertys of.;ltmp, Autodmtlon for publication of statements, conclusions, or
extracts from our reports Is reserved pendingwdtien approval. Our reports apply only to the strengths of the test specimens and not to the insittt strengths of the members Indentlfied
In the "Location"Information. - -.
-TC
ATC Group Services LLC
9955 N.W.116 Way Suite 1 Miami, FI.33178
iJA '
TELEPHONE (305) 882-8200, FACSIMILE (305) 882-1200
Compressive Strength
Test of Concrete Cylinders
Client Name:
Wawa Inc.
Date Cast: 5/16/2018
Project Name:
Wawa Store #5220
Field Mark: EM-1
ProjectlD:
3996000423
Cylinder Set ID: 24196
Project Address:
Prima Vista Blvd & Floresta Drive, Port St. Lucie Technician: Emmanuel Monuma
Permit No.:
Supplier: Cemex
Sample Location: Building column line 15G & H.1 Electric pannel and dumpster footing
Remarks:
FIELD DATA
Design Strength (PSI:)
4000
Slump (In.):
5
Mix Description:
1176610
Placement:
Direct
Ticket Number:
35710001
Weather:
Partly Cloudy
Truck Number:
4589
Concrete Temp ff):
65
Batch Time:
12:30:00 PM
Air Temp (eF):
72
Time Sampled:
1:40:00 PM
Air Content:
Elapsed Time (Min):
70
Cubic Yards Sampled:
10.5/10.5
Unit Wt:
Number of Cylinders Cast:
5
Curing (Days)
Tes Date
Diameter (in)
Area (Sq in
Totall-oad (lbs-force)
CompressiveStrenoth (PSII
BreakTvoe
7
5/23/2018
4.02
12.69
44930
3542
2
28
6/13/2018
4.03
12.75
61160
4797
5
28
6/13/2018
4
12.56
60400
4809
5
28
6/13/2018
4.01
12.62
62250
4932
5
56
7/11/2018
0
Compressive Strength Average (PSI) of the 28 day Breaks = 4850 PASS
No Other Breaks Evaluated
Type 1 Type 2 Type 3 Type 4
Reasonably well- Well -formed cone on Columnervertical Diagonal fracture with
formed cones on both one end.Vertical cmciang through both no cracking through the
ends, less than 1 in. cracks running through ends, no well formed ends: tap with hammer
(25 mil) of cracidng caps, no well-0efined wiles. to distinguish from type
though caps. cone on other end. 1.
•' All dimensions and directions are approximate
Checked By: William Martin Prolect Manager. -^ ✓ "'��r�A -�
PU E
Type 5 Type 6
Side fractures at top or Similar to type 5, but
bottom. (Occurs cylinderis pointed.
commonly with
unbonded caps.)
Fronds t.i zlk' .1162516. b ads/0NAL W ,�ao!'�r
As a mutual protectton to our client, the public and ourselves, all reports are submitted as the confidential property. ofcllents: Autcdaation to: publication of statements, conclusions, or
motracts fresh our reports is reserved pendingwritten approval. Our reports apply only to the strengths of the test spccim<ns and not to the In-sltu strengths of the members Indernified
In the "Location" Information. - - -
r