HomeMy WebLinkAboutCompressive Strength of Concrete Cylinders11
-.-�,NDERSEN ANDRE CONSU". ""ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191. Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Educational Center
REPORTED TO: CAPTEC Engineering, Inc. NO:. 47
CC: PY
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
rV Normal Weight r Light Weight r Mortar Mix I— Gunite Grout Other
I Transit Mixed Pump Mix Other
4090
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
9/10/2015
8:51 AM
9:30 AM
SM
Concrete Truck No.:
Ticket No.: ,
Size of Load (yd3):
Weather Conditions:
4477
1127673
10
Partly Cloudy
Water Added at Job Site:
Extra Water Authorized By:
r Yes T No
NA
Slump (inches):
Air Temp. (°F):
Concrete Temp. (°F):
Wet Weight (Ibs/ft):
6
85
90
NA
Air Content (% by Vol.):
Molded and Cured' to ASTM C-31
Tested to ASTM C-39
NA
�' Yes r No Unknown f— N/A
YES NO
Location of Concrete:
Sidewalk, west of pavilion going north to bend west, 35'N of NW corner of pavilion
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in2)
SET #: A
09/11/15
09/17/15
7
4" Cylinder
12.88
42,530
3,300
5
NA
3523 B
10/08/15
28
4" Cylinder
12.76
62,400
4,890
4
NA
C
10/08/15
28
4" Cylinder
12.76
60,970
4,780
4
NA
D
H
REMARKS:
" - Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
d H 1 In (25 mm)
f 3 r a acture Patterns:
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
JA N 13 RECD
ON David P. Andre, P.E.
'Fla. Reg. No. 53969
THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATI PNOF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
��NDERSEN ANDRE CONSU.r "PING ENGINEERS, INC.
573 SW Bittmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 38
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
1 4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
JV_ Normal Weight Light Weight Mortar Mix r Gunite r Grout r Other
T7 Transit Mixed r Pump Mix r Other
40948
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
8:34 AM
9:30 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
3465
1122037
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
r Yes j%o No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
6.75
87
85
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
r Yes r No r Unknown N/A
YES NO
Location of Concrete:
North side of parking lot, entrance
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in2)
SET #: A
08/27/15
08/29/15
3
4" Cylinder
12.82
42,370
3,300
5
NA
3512 B
09/02/15
7
4" Cylinder
12.82
50,760
3,960
4
NA
C
09/23/15
28
4" Cylinder
12.82
56,450
4,400
4
NA
D
09/23/15
28
4" Cylinder
12.82
57,330
4,470
4
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
-I I-<1 in (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE 1 TYPE 2 TYPE 3 TYPE 4 = -TYPE 5 • TYPE 6
Peter G..Andersbn, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF -CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
\,'�,NDERSEN ANDRE CONSI 'ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 37
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
r Normal Weight Light Weight Mortar Mix r Gunite r Grout r Other
40948
�" Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
7:00 AM
7:45 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
1500
1121950
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
r- Yes fV— No
NA
Slump (inches):
Air Temp. (°F):
Concrete Temp. (°F):
Wet Weight (Ibs/ft):
7
81
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
z% Yes r No r Unknow n r N/A
fv- YES r NO
Location of Concrete:
North side of parking lot, west side
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (inz)
SET#: A
08/27/15
08/29/15
3
4" Cylinder
12.82
53,320
4,160
5
NA
3511 B
09/02/15
7
4" Cylinder
12.82
57,500
4,490
4
NA
C
09/23/15
28
4" Cylinder
12.82
70,170
5,470
4
NA
D
09/23/15
28
4" Cylinder
12.82
71,990
5,620
4
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
�< 1 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
"--1NDERSEN ANDRE CONSt, FING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 36
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
f%—.i Normal Weight Light Weight Mortar Mix Gunite f - Grout f Other
40948
TV Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
5:33 AM
6:25 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
1606
1121929
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
j`-` Yes r No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
7
76
82
NA
Air Content (% by Vol.):
Molded and Cured" to ASTM C-31
Tested to ASTM C-39
NA
jwi Yes f— No Unknown" N/A
j;/ YES r NO
Location of Concrete:
North side of parking lot, 20' west of pavilion
RACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in2)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in2)
SET #: A
08/27/15
08/29/15
3
4" Cylinder
12.82
50,020
3,900
5
NA
3510 B
09/02/15
7
4" Cylinder
12.82
53,930
4,210
4
NA
C
09/23/15
28
4" Cylinder
12.82
65,290
5,090
4
NA
D
09/23/15
28
4" Cylinder
12.82
63,900
4,980
4
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
1 in (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
' �.`►NDERSEN ANDRE CONSIJ _'ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 35
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
r Normal Weight Light Weight Mortar Mix Gunite Grout J Other
40948
jv Transit Mixed ] Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
4:48 AM
5:35 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
6527
1121919
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
r Yes J_v No
NA
Slump (inches):
Air Temp. (°F):
Concrete Temp. (°F):
Wet Weight (Ibs/ft3):
7
77
82
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
f o Yes F No r— Unknown f N/A
I YES NO
Location of Concrete:
North side of parking lot, 10' west of SWC of pavilion
AACE ID
DATE
RECEIVED
IN LAB
DATE TESTED
AGE
(days)
ys)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in2)
SET #: A
08/27/15
08/29/15
3
4" Cylinder
12.82
44,210
3,450
5
NA
3509 B
09/02/15
7
4" Cylinder
12.82
47,260
3,690
5
NA
C
09/23/15
28
4" Cylinder
12.82
57,340
4,470
5
NA
D
09/23/15
28
4" Cylinder
12.82
57,860
4,510
5
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
1 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P-E.
Fla. Reg. No. 57955
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTSAND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTE4J APPROVAL.
�sNDERSEN ANDRE CONSU 'ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas
State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 34
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000
Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
fv— Normal Weight
Light Weight C Mortar Mix Gunite I- Grout r Other
40948
TV Transit Mixed
Pump Mix 1. Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
3:57 AM
4:40 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
1606
1121903
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
f— Yes fv—
No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
8
77
82
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
f, Yes j No Unknown N/A
YES ` NO
Location of Concrete:
North side of parking lot, 15'
east of SEC of pavilion
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
ys)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in2)
SET #: A
08/27/15
08/29/15
3
4" Cylinder
12.82
38,500
3,000
5
NA
3508 B
09/02/15
7
4" Cylinder
12.82
38,900
3,030
5
NA
C
09/23/15
28
4" Cylinder
12.82
45,970
3,590
4
NA
D
09/23/15
28
4" Cylinder
12.82
45,920
3,580
4
NA
E
10/21/15
56
4" Cylinder
12.82
52,850
4,120
4
NA
REMARKS: * - Concrete test specimens cured in accordance with ASTM .C-31 after being received in our laboratory
1 in (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
►NDERSEN ANDRE CONSI -ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 33
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
IV Normal Weight Light Weight Mortar Mix Gunite Grout Other
4P948
JV' Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
3:21 AM
4:00 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
I
6527
1121893
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
F Yes IV No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft3):
6
77
86
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
�' Yes No Unknow n jN/A
YES NO
Location of Concrete:
North side of parking lot, 50' west of east end
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACE ID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
i
IN LAB
DESCRIPTION
AREA (in
( )
2
(Ibs/in)
FRACTURE
(Ibs)
SET #: I A
08/27/15
08/29/15
3
4" Cylinder
12.82
64,940
5,070
5
NA
3507 � B
09/02/15
7
4" Cylinder
12.82
65,490
5,110
5
NA
C
09/23/15
28
4" Cylinder
12.82
76,070
5,930
4
NA
D
09/23/15
28
4" Cylinder
12.82
76,950
6,000
5
NA
E
H
REMARKS:
* - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
�< 1 In (25 mm)
i
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
/--_ _`
-�'►NDERSEN ANDRE CONSI', 'rING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 32
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
4
NA
Mix Type:
MIX CODE
rvo Normal Weight Light Weight r Mortar Mix f— Gunite J"" Grout I— Other
40948
X-0 Transit Mixed Pump Mix J Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/26/2015
2:28 AM
3:10 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
5505
1121880
10
Clear
Water Added at Job Site:
Extra Water Authorized By:
J,..... Yes J-. No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
6
78
86
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
J . Yes J- No f Unknown J . N/A
JV YES J NO
Location of Concrete:
North side of parking lot, center of east end
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
2
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA in2
( )
SET #: A
08/27/15
08/29/15
3
4" Cylinder
12.82
54,060
4,220
5
NA
3506 B
09/02/15
7
4" Cylinder
12.82
58,000
4,520
5
NA
C
09/23/15
28
4" Cylinder
12.82
73,170
5,710
5
NA
D
09/23/15
28
4" Cylinder
12.82
71,930
5,610
5
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
1 in (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
',NDERSEN ANDRE CONSI.'.. ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 30.6
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
5
NA
Mix Type:
MIX CODE
r Normal Weight r Light Weight Mortar Mix " Gunite Grout r Other
40948
T" Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/1.2/2015
5:34 AM
7:06 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
281
141-1114729
10
clear
Water Added at Job Site:
Extra Water Authorized By:
Yes F No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
5.5
79
86
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
(ri Yes r` No r- Unknow n N/A
rV- YES i - NO
Location of Concrete:
Parking lot, 50'N of main entrance, 10'W of east edge of slab
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
z
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA in2
(� )
SET #: A
08/14/15
08/15/15
3
4" Cylinder
12.82
55,240
4,310
5
NA
3498 B
08/19/15
7
4" Cylinder
12.88
58,130
4,510
5
NA
C
09/09/15
28
4" Cylinder
12.88
69,240
5,380
4
NA
D
09/09/15
28
4" Cylinder
12.88
67,640
5,250
3
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
1 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
�NDERSEN ANDRE CONSI', '7ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 30.5
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/inZ @ 28 days
5
NA
Mix Type:
MIX CODE
14-0 Normal Weight Light Weight r— Mortar Mix F- Gunite f Grout r Other
40948
T` Transit Mixed r Pump Mix I— Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/12/2015
4:55 AM
6:05 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
4485
141-1114713
10
Mild and clear
Water Added at Job Site:
Extra Water Authorized By:
I— Yes 1v No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft):
5
77
88
NA
Air Content (% by Vol.):
Molded and Cured" to ASTM C-31
Tested to ASTM C-39
NA
jr Yes r No r Unknown r N/A
r` YES (u NO
Location of Concrete:
Parking lot, 140'N of main entrance, 10'W of east edge of slab
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in2)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (inZ)
SET* A
08/14/15
08/15/15
3
4" Cylinder
12.82
57,520
4,490
5
NA
3497 B
08/19/15
7
4" Cylinder
12.88
68,750
5,340
5
NA
C
09/09/15
28
4" Cylinder
12.88
79,300
6,160
4
NA
D
09/09/15
28
4" Cylinder
12.88
78,370
6,080
3
NA
E
H
REMARKS: - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
--I
�-< 1 in (25 mm) _
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
\. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
"-ANDERSEN ANDRE CONSI, 'rING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 22
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in? @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
9:26 AM
10:15 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
4485
14-1085775
10
Hot and Cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
'
Slump (inches):
Air Temp. CF):
Concrete Temp. (F):
Wet Weight (Ibs/ift
6.75
85
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown 17N/A
r YES NO
Location of Concrete:
South side of parking lot slab, SW Corner
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (0)
(Ibs/in?)
FRACTURE
(Ibs)
SET#: A
06/12/15
06/18/15
7
4" Cylinder
12.69
48,020
3,780
5
NA
3424 B
07/09/15
28
4" Cylinder
12.69
60,060
4,730
5
NA
C
07/09/15
28
4" Cylinder
12.69
59,650
4,700
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 nan)
7—
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE TYPE TYPE 4 TYPES TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS AMUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANMAUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN ARPROVAL.
�,_.MERSEN ANDRE CONSI. _ rING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc.
CC:
FILE NO: 14-181
NO: 1
CONCRETE SUPPLIER: Titan
DESIGN Specified Strength: Slump (inches): Air Content (% by Vol.):
DATA 4,000 Ibs/inz @ 28 days 1 4 NA
MIX CODE
4090
FIELD AND
LAB DATA
Mix Type:
Normal Weight r Light Weight "` Mortar Mix ` Gunite "' Grout r Other
Transit Mixed Pump Mix : Other
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
4/14/2015
12:55 PM
2:15 AM
SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
281
141-1061866
7
Pt. cloudy
Water Added at Job Site:
Extra Water Authorized By:
f.N YesNo
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (Ibs/ff):
4
85
89
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
` Yes " No ." Unknow n,. N/A
v+ Y ES ; NO
Location of Concrete:
AC Pad and Deck Footings
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACE ID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (irk)
z
(Ibs/in)
FRACTURE
(Ibs)
SET#: A
04/15/15
04/21/15
7
4" Cylinder
12.69
52,540
4,140
2
NA
3379 B
05/12/15
28
4" Cylinder
12.82
69,910
5,450
4
NA
C
05/12/15
28
4" Cylinder
12.82
71,490
5,580
4
NA
D
H
REMARKS: * - Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
i In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE 1 TYPE 2 TYPE 3, TYPE 4 -TYPE 5 TYPE 6
r
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRn7EN APPROVAL.
` ���������� ����� x�����I`�K��� ��&���U����� INC.-�-`--'-~-'` - ~'`^-^^~~ -~~-^`~'~ ^^`~~ ~~^`~~^^`~~~~^~~x ^^`~~
5730VBiltm.oeStreet
Port St. Lucie, Florida3498l
Phone/772'807'V191 Fax/772'807'9102
����U������U���%��������������������������UU�������
,~,~.... ...-.~~.. . .. STRENGTH ...-.... . . . ... CONCRETE .- CYLINDERS
.-.."°°~-"^~�
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC
Engineering, Inc. NO: 2
CONCRETE SUPPLIER: Titan
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
Mix Type:
MIX CODE
Normal Weight
Light Weight Mortar Mix :f""' Gunite 'I"" Grout .1 .. Other
4090
.f Transit Mixed
Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
Water Added at Job Site:
Extra Water Authorized By:
Yes
No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (lbs/fe):
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknow n N/A
Y ES NO
Location of Concrete:
Sidewalk, Sampled 300'W
of East End
DATE
DATE
AGE
TEST SPECIMEN
TOTALLOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir�)
(Ibs/in 2)
FRACTURE
(Ibs)
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
ASTM C39 - Typical Fracture Patterns:
X
^
David P.Andre, P.E
Fla. Reg. No. 53e69
xa^MUTUAL PROTECTION TO CLITHE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION orSTATEMENTS, CONCLUSIONS onEXTRACTS FRomonnso»no/wsouRaspoma/ansosnvsopEwo/weounwnmEwxppRovxL
"ANDERSEN ANDRE CONSI, I ;SING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 3
CC:
CONCRETE SUPPLIER: Titan
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/0 @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
4090
Transit Mixed Pump Mix f7 Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
4/27/2015
1:05 PM
2:15 PM
RL
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
1361
1067002
10
Cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes 1.No
NA
Slump (inches):
Air Temp. (F):
Concrete Temp. 1F):
Wet Weight (lbs/te):
5.75
90
88
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Y es No Unknow n N/A
a
YES NO
Location of Concrete:
Footings, Deck, NW Side of Addition, Sampled at F4 Footing at NEC
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(lbs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (in?)
(lbs/0)
FRACTURE
(Ibs)
SET#: A
04/28/15
05/04/15
7
4" Cylinder
12.76
34,030
2,670
4
NA
3383 B
05/25/15
28
4" Cylinder
12.69
51,680
4,070
4
NA
C
05/25/15
28
4" Cylinder
12.69
50,990
4,020
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
i In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE 2 TYPE TYPE 4 TYPE TYPE
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
"I-ANDERSEN ANDRE CONSL', "ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 4
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in? @ 28 days
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
4290
Transit Mixed .Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
4/29/2015
10:06 AM
11:05 AM
RL
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
4477
141-1067703
2
Hot and clear
Water Added at Job Site:
Extra Water Authorized By:
Y es r No 2 Gallons before test
Crew
Slump (inches):
Air Temp. CF):
Concrete Temp. (F):
Wet Weight (lbs/lf):
2
86
1 86
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
Y ES NO
Location of Concrete:
Trapezoidal concrete piers, north side of existing building, F-4 type, NE Corner
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(Ibs/irZ)
FRACTURE
(Ibs)
SET#: A
05/04/15
05/06/15
7
4" Cylinder
12.69
47,780
3,770
4
NA
3388 B
05/27/15
28
4" Cylinder
12.82
57,450
4,480
4
NA
C
05/27/15
28
4" Cylinder
12.82
59,890
4,670
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns: X
TYPE TYPE TYPE TYPE 4 TYPE TYPE 6
Peter G. Andersen, P.F
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED ASTHE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
,.-ADERSEN ANDRE CONSL .'"ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 5
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/ir? @ 28 days
5+1-1
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
4290
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
5/1/2015
1:13 PM
2:26 PM
RL
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
5505
141-1068813
3
Hot and clear
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. (F):
Wet Weight (lbs/fe):
2.25
88
86
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
i Y ES
'f N 0
Location of Concrete:
Trapezoidal concrete piers, above F-4 footing, NE corner of patio
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(Ibs/0)
FRACTURE
(Ibs)
SET#: A
05104/15
05/08/15
7
4" Cylinder
12.69
65,670
5,170
4
NA
3389 B
05/29/15
28
4" Cylinder
12.69
76,150
6,000
5
NA
C
05/29115
28
4" Cylinder
12.69
75,310
5,930
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I— I In 425 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE 2 TYPE TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
""--kNDERSEN ANDRE CONSI,*- TING ENGINEERS, INC.
573 SW Bi[tmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 7
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/0 @ 28 days
5+/-1
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
4090
Other
Pump Mix Ot
Transit Mixed h
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
5/11/2015
2:03 PM
3:07 PM
RL
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
6561
141-1072474
9
Hot and clear
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (lbs/fe):
2.5
87
85
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
YES r NO
Location of Concrete:
Footings - Permiter and far east pad, SE corner of footing
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir�)
(lbs/0)
FRACTURE
(lbs)
SET #: A
05/12/15
05/18/15
7
4" Cylinder
12.82
50,970
3,980
5
NA
3392 B
06/08/15
28
4" Cylinder
12.69
68,010
5,360
4
NA
C
06/08/15
28
4" Cylinder
12.69
67,720
5,340
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTMC-31 after being received in our laboratory
IF- I In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
NDERSEN ANDRE CONSI. "rING ENGINEERS, INC.
573 SW Bittmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 9
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/0 @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight ight Weight Grout Other
Li ;F mortar Mix Gunite
4090
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
5/14/2015
12:15 PM
1:00 PM
SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
6561
141-1074216
9
Partly cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. PF):
Wet Weight (lbs/tf):
5.25
84
87
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Y e s No If' ' Unknow n N/A
Y ES r NO
Location of Concrete:
Proposed building column pad, NE Corner of building (27.29994, -80.27171)
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(Ibs/0)
FRACTURE
(Ibs)
SET#: A
05/15/15
05/21/15
7
4" Cylinder
12.76
40,760
3,190
4
NA
3395 B
06/11/15
28
4" Cylinder
12.82
58,900
4,590
4
NA
C
06/11/15
28
4" Cylinder
12.82
59,220
4,620
5
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE TYPE TYPE 4 TYPE 5. TYPE
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
II-ANDERSEN ANDRE CONSL .,--,-ING ENGINEERS, INC.
573 SW Bittmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas
State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 12
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
3,000
lbs/0 @ 28 days
9
NA
Mix Type:
MIX CODE
r Normal Weight
•Light Weight Mortar Mix Gunite Grout Other
0476
.1 Transit Mixed
Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
5/26/2015
1:15 PM
2:45 PM
SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
4477
1078524
8.5
Partly cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes
No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (lbs/fe):
10
86
NA
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
Y ES NO
Location of Concrete:
Fill Cells, NEC
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(lbs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (jr?)
2
(lbs/in)
FRACTURE
(Ibs)
SET#: A
05/27/15
06/02/15
7
4" Cylinder
12.82
35,020
2,730
5
NA
3407 B
06/23/15
28
4" Cylinder
12.82
41,930
3,270
6
NA
C
06123/15
28
4" Cylinder
12.82
42,330
3,300
5
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED ASTHE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
LANDERSEN ANDRE CONSI
I-ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
wvvw.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT, Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 16
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in? @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
4:00 AM
4:50 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
5505
14-1085542
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
Slump (inches):
Air Temp: ('F):
Concrete Temp. �F):
Wet Weight (lbs/fe):
6.5
72
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
i Yes No Unknown N/A
Y ES r NO
Location of Concrete:
Far east end of south side of parking lot slab
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (0)
(Ibs/irZ)
FRACTURE
(Ibs)
SET#: A
06/12/15
06/18/15
7
4" Cylinder
12.69
60,670
4,780
5
NA
3418 B
07/09/15
28
4" Cylinder
12.69
73,130
5,760
4
NA
C
07/09/15
28
4" Cylinder
12.69
74,110
5,840
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C,31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE TYPE 2 TYPE TYPE4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
-ANDERSEN ANDRE CONSL)',,,.'ING ENGINEERS, INC.
573 SW BiLtmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 17
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/0 @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Grout
'I Mortar Mix Gunite Other
40948
?Pump Mix Other
Transit Mixed P
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
4:59 AM
5:52 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
1504
14-1085555
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
,Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. rF):
Wet Weight (Ibs/fe):
4.5
72
80
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No ii Unknow n N/A
Y ES NO
Location of Concrete:
40'W of east end of center of south side of parking lot slab
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACE ID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (0)
(Ibs/0)
FRACTURE
(Ibs)
SET#: A
06/12/15
06/18/15
7
4" Cylinder
12.69
72,340
5,700
4
NA
3419 B
07/09/15
28
4" Cylinder
12.69
86,150
6,790
4
NA
C
07/09115
28
4" Cylinder
12.69
89,610
7,060
4
NA
D
H
REMARKS:
Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns: X
TYPE TYPE TYPE TYPE TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ANDRE CONSV .-ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 18
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in? @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
5:50 AM
6:50 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
4485
14-108557
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
... Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (lbs/tf):
7.5
75
82
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
fk'Y ES NO
Location of Concrete:
South side of parking lot slab, North side, 60'W of E. end
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (0)
(Ibs/0)
FRACTURE
(Ibs)
SET#: A
06/12/15
06/18/15
7
4" Cylinder
12.69
53,570
4,220
5
NA
3420 B
07/09/15
28
4" Cylinder
12.69
72,400
5,710
4
NA
C
07/09/15
28
4" Cylinder
12.69
70,010
5,520
4
NA
D
H
REMARKS:
Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
11 In (25 mm)
ASTM C39 - Typical Fracture Patterns;
TYPE TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No-57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED ASTHE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ANDRE CONSL 71NG ENGINEERS., INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 19
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/ir? @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
.f Transit Mixed Pump Mix f7 Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
6:39 AM
7:28 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
1504
14-1085610
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
r Y es No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. �F):
Wet Weight (lbs/f?):
7.5
75
80
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
N/A Yes No Unknown
YES NO
Location of Concrete:
South side of parking lot slab, North side, I 00'W of E. end
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(Ibs/0)
FRACTURE
(lbs)
SET#: A
06/12/15
06/18/15
7
4" Cylinder
12.69
56,600
4,460
5
NA
3421 B
07/09/15
28
4" Cylinder
12.69
66,470
5,240
4
NA
C
07/09/15
28
4" Cylinder
12.69
65,150
5,130
5
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
I In (25 mm)
ASTM C39 - Typical Fracture Patterns: X
TYPE TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC ANC OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL,
'--"-'MDERSEN ANDRE CONSL-,rING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 20
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/ir? @ 28 days
4
NA
Mix Type:
MIX CODE
Normal Weight ... Light Weight .. Mortar Mix Gunite Grout Other
40948
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
7:34 AM
8:23 AM
RL/SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
1500
14-1085662
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
Yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. lF):
Wet Weight (lbs/ff):
6.5
77
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknow n .17 N/A
Y ES r NO
Location of Concrete:
South side of parking lot slab, Center, 300'W of E. end
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(lbs/in 2)
FRACTURE
(lbs)
SET #: A
06/12/15
06/18/15
7
4" Cylinder
12.69
52,920
4,170
4
NA
3422 B
07/09/15
28
4" Cylinder
12.69
67,600
5,330
4
NA
C
07/09/15
28
4" Cylinder
12.69
66,880
5,270
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
1 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
X
TYPE
TYPE 2 TYPE TYPE 4 TYPES. TYPE
Peter G. Andersen, P.E.
Fla. Reg- No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTYOF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING CUR WRITTEN APPROVAL.
,ING ENGINEERS INC.
--MDERSEN ANDRE CONSU
573 SW Bittmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 21
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/0 @ 28 days
4
NA
Mix Type:
MIX CODE
.f Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
.1 Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
6/11/2015
8:32 AM
9:19 AM
RUSM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
1506
14-1085725
10
Cool & Cloudy
Water Added at Job Site:
Extra Water Authorized By:
r Yes NO
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. rF):
Wet Weight (lbs/fe):
8
82
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No ;Unknown NIA
YES" NO
Location of Concrete:
South side of parking lot slab, 80'E of SW Corner Center
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
(days)
(Ibs)
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (in?)
(lbs/in 2)
FRACTURE
(Ibs)
SET #: A
06/12/15
06/18/15
7
4" Cylinder
12.69
51,590
4,070
5
NA
3423 B
07/09/15
28
4" Cylinder
12.69
67,220
5,300
4
NA
C
07/09/15
28
4" Cylinder
12.69
65,060
5,130
4
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
i In (25 mm)
ASTM C39 - Typical Fracture Patterns: X
TYPE TYPE TYPE TYPE 4 TYPE 5 TYPE
Peter G. Andersen, P.F
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED ASTHE CONFIDENTIAL PROPERTY OF CLIENTSAND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
„-,',MERSEN ANDRE CONSL'-,"FING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Educational Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 29
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 lbs/in? @ 28 days
4
NA
Mix Type:
MIX CODE
h Li Weight Mortar Mix Gunite r Grout 1' Other
Light
Normal Weight 19 r
4090
P M' Transit Mixed Pump Ix 57 Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
7/22/2015
9:05 AM
10:05 AM
SM
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
6543
14-1104690
10
Partly Cloudy
Water Added at Job Site:
Extra Water Authorized By:
r yes No
NA
Slump (inches):
Air Temp. CF):
Concrete Temp. CF):
Wet Weight (Ibs/fe):
5
81
90
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
Yes No Unknown N/A
YES NO
Location of Concrete:
Sidewalk, 11 O'NE from SW end (27.30001, -80.27175)
DATE
DATE
AGE
TEST SPECIMEN
TOTAL LOAD
TEST
TYPE
SPECIMEN
AACEID
RECEIVED
TESTED
daIbs
(ys)
()
STRENGTH
OF
WEIGHT
IN LAB
DESCRIPTION
AREA (ir?)
(lbs/ir?)
FRACTURE
(lbs)
SET#: A
07/23/15
07/29/15
7
4” Cylinder
12.82
44,130
3,440
5
NA
3474 B
08/19/15
28
4" Cylinder
12.88
59,240
4,600
5
NA
C
08/19/15
28
4" Cylinder
12.88
60,600
4,700
5
NA
D
H
REMARKS: Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
11 In (25 mm)
7—
ASTM C39 - Typical Fracture Patterns:
X
TYPE TYPE 2 TYPE 3 TYPE TYPE 5 TYPE 6
David P. Andre, P.E.
Fla. Reg. NP. 53969
As A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
-,ADERSEN ANDRE CONSI'._'rING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 30.3
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
5
NA
Mix Type:
MIX CODE
Normal Weight Light Weight Mortar Mix Gunite Grout Other
40948
Transit Mixed Pump Mix Other
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/12/2015
3:18 AM
4:12 AM
RUAS
Concrete Truck No.:
Ticket No.:
Size of Load (yd3):
Weather Conditions:
4485
141-1114697
10
Mild and clear
Water Added at Job Site:
Extra Water Authorized By:
Yes fV— No
NA
Slump (inches):
Air Temp. (°F):
Concrete Temp. (°F):
Wet Weight (Ibs/ft):
7.5
78
87
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
TV Yes r No r Unknown r N/A
f%-7 YES j - NO
Location of Concrete:
Parking lot, NE of Entrance @ Bulkhead
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in2)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (in)
SET #: A
08/14/15
08/15/15
3
4" Cylinder
12.82
54,490
4,250
5
NA
3495 B
08/19/15
7
4" Cylinder
12.88
60,960
4,730
1
NA
C
09/09/15
28
4" Cylinder
12.88
72,890
5,660
2
NA
D
09/09/15
28
4" Cylinder
12.88
73,110
5,680
1
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance with ASTM C-31 after being received in our laboratory
-I �< 1 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTiOF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDINGOUR WRITTEN APPROVAL.
I��NDERSEN ANDRE CONSI,__ _,,'ING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. NO: 30.4
CC:
CONCRETE SUPPLIER: Supermix
DESIGN
Specified Strength:
Slump (inches):
Air Content (% by Vol.):
DATA
4,000 Ibs/in2 @ 28 days
5
NA
Mix Type:
MIX CODE
fV_ Normal Weight (� Light Weight Mortar Mix �' Gunite Grout Other
�' Transit Mixed j"` Pump Mix Other
40948
FIELD AND
Date:
Time Concrete Batched:
Time Concrete Sampled:
Sampled By:
LAB DATA
8/12/2015
4:20 AM
5:07 AM
RL/AS
Concrete Truck No.:
Ticket No.:
Size of Load (yd):
Weather Conditions:
5505
141-1114703
10
Mild and clear
Water Added at Job Site:
Extra Water Authorized By:
f— Yes Fv No
NA
Slump (inches):
Air Temp. (OF):
Concrete Temp. (OF):
Wet Weight (Ibs/ft3):
5.5
78
84
NA
Air Content (% by Vol.):
Molded and Cured* to ASTM C-31
Tested to ASTM C-39
NA
r Yes r No Unknow n j" N/A
rV_ YES (— NO
Location of Concrete:
Parking lot, 20'W of south slab joint
AACE ID
DATE
RECEIVED
IN LAB
DATE
TESTED
AGE
(days)
TEST SPECIMEN
TOTAL LOAD
(Ibs)
TEST
STRENGTH
(Ibs/in)
TYPE
OF
FRACTURE
SPECIMEN
WEIGHT
(Ibs)
DESCRIPTION
AREA (inz)
SET #: A
08/14/15
08/15/15
3
4" Cylinder
12.82
55,320
4,320
5
NA
3496 B
08/19/15
7
4" Cylinder
12.88
62,980
4,890
5
NA
C
09/09/15
28
4" Cylinder
12.88
75,480
5,860
4
NA
D
09/09/15
28
4" Cylinder
12.88
76,980
5,980
4
NA
E
H
REMARKS: * - Concrete test specimens cured in accordance
with ASTM C-31 after being received in our laboratory
7 In (25 mm)
ASTM C39 - Typical Fracture Patterns:
TYPE
1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.