HomeMy WebLinkAboutPILE MONITORING133 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
November 2, 2021 Project No. 21-0555
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re. Auger Cast Pile monitoring for Private Residence
located at: 8208 S.Ocean Drive Jensen Beach , 34957
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above -referenced location on October 27th-29th 2021.
The work involved the installation of Sixty -Nine (69) 14" diameter cast in place pile, 60 piles for
house, 9 piles for the pool. The approximately grout volume used was 2416.05 c.f. (89.4833 yards),
and the load capacity of 30 tons as per Allterra Engineering report. attached monitoring logs as well
as the sketch showing the location of piles are enclosed along with this letter.
We appreciate the opportunity to have been of service to your company. Please feel free to contact
us if there is any question or comments pertaining to this letter.
HER
Ile
Respectfully submitted, = * : No. 67796
�0••• STATE OF •Va r i o A Digitally signed by
;<\ • �c p:.• Dario A Herrero
Dario A. Herrero, P.E. %FS •'4oRIo' (:� �� Date:2021.12.03
Florida Reg. #67796 /'i /O A ; ; � Herrero 12:48:45-05'00'
BIII Material Testing Engineering, LLC.
Page 114
III
B3 MATERIAL TESTING ENGINEERING
E s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
27-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
12:00 PM
TIME JOB FINISHED
5:40 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
1
2
3
4
5
6
7
8
9
10
2
Pile No.
6
7
31
32
34
35
36
38
22
23
3
Augured 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23,5
23.5
23.5
23.5
6
Number of pump strokes
31
31
32
31
33
35
31
31
31
31
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
32.6
32.6
33.6
32.6
34.7
36.8
32.6
32.6
32.6
32.6
9
Volume Ratio (ct), (815)
1.3
1.2
1.2
1.2
1.2
1.6
1.6
1.4
1.4
1.4
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
439
439
439
439
439
439
439
631
631
631
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted;
Field Rep.: D.0
Dario A Digitally signed by ��0 N.RH�i�
Dario A Herrero \NNE \,� /,�
Date: 2121.12.03 % Q� �� 1 F 1 C •. F
Herrero 12:49:04-05'00' c,Q,• ��•?'p
Dario A. Herrero _ yt No. 67796 �•: y�
Fla. Reg. #67796 ;-o
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for public5i Staten s, �:/
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior �f t$} Pr40RQP' •�\� lk
Material Testing Engineering, LLC /ONA�-
��\\
Dui
B3 MATERIAL TESTING ENGINEERING
E s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
27-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
12:00 PM
TIME JOB FINISHED
5:40 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
11
12
13
14
15
16
17
18
1 19
20
2
Pile No.
25
29
24
30
5
4
3
2
19
18
3
Augured 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
35
31
33
32
31
31
35
35
36
31
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
36.8
32.6
34.7
33.6
32.6
32.6
36.8
36.8
37.8
32.6
9
Volume Ratio (cf), (815)
1.3
1.2
1.2
1.2
1.2
1.4
1.6
1.6
1.6
1.4
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
631
631
631
631
662
662
662
662
662
662
Pump calibration date:
Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted; Digitally signed by ��\
Dario A Dario A Herrero �p P HER,
Date:2021.12.03 \ Q�.•'�IFIC • F
Herrero 12.49.14-05'00' Q`•�� ��•�
Field Rep.: D.0
Dario A. Herrero : * o. 67796
Fla. Reg. #67796 =-a
%-)3- • E v:
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicaii�
o ,ate nts, : ��
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior w�/f e�9pFQ . • •�� \\\
Material Testing Engineering, ILC, ///v �/O j i
B3 MATERIAL TESTING ENGINEERING
E s s c- n c e o f P e r If e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
27-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
12:00 PM
TIME JOB FINISHED
5:40 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
21
22
23
24
25
26
27
2
Pile No,
25
29
24
30
5
4
3
3
Augured 0 (inches) 1
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
32
37
35
37
38
38
35
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
.Actual Grout Volume (cf), (6*7)
33.6
38.9
36.8
38.9
39.9
39.9
36.8
9
Volume Ratio (cf), (815)
1.3
1.2
1.2
1.2
1.2
1.7
1.6
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
12
Grout Truck Number
662
631 1
631
631
631
631
631
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted;
Field Rep.: D.0
Dario A Digitally signed by \�\\\�
Dario A Herrero � �0 P HER
Date: 2021.12.03,E Q� �•'� i F 1 •. F
Herrero 12:49:26-05'00',%, Q�•l�,�` C�] •?'�
Dario A. Herrero _ * : • o. 67796 �•: *
Fla. Reg. #67796 --a : * : CC-
F
. 4U 1%'
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publical to nts, P :
conclusions or extracts from our reports is reserved, In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior wr�t��pQre•'`��
Material Testing Engineering, LLC. /���k '' ..L ���\\
B3 MATERIAL TESTING ENGINEERING
F s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615,5801
REPORT OF AUGERED CAST IN PLACE PILES
133 PROJECT NO.
21-0555
DATE
28-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
11:00 AM
TIME JOB FINISHED
5:00 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
28
29
30
31
32
33
34
35
36
37
2
Pile No.
16
60
57
17
56
27
59
8
14
11
3
Augured O (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
31
31
31
32
33
35
35
31
32
33
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
32.6
32.6
32.6
33.6
X.
36.8
36.8
32.6
33.6
34.7
9
Volume Ratio (co, (815)
1.3
1.2
1.2
1.2
1.2
1.6
1.6
1.4
1.4
1.5
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
655
655
655
655
655
1 655
655
693
r693
693
Pump calibration date:
Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" ox, Full
Respectfully Submitted;
Field Rep.: D.0
Dario A Digitally signed by \��111111/
Dario A Herrero \�\� 0 P. HER
Date: 2021.12.0k\ 0\- •' I F I C �F
Herrero 12:49:37-05'0�40� �i� ��•��
Dario A. Herrero _ * : No. 67796 �•: y�
Fla. Reg. #67796 =-v : _
F
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for public-- to nts, P : ��
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior v.Rjx�4„!rd,ZA�•��j� \\\
Material Testing Engineering, L-C, -1v1b'/ONAL ��
��//llllll�N\\\
B3 MATERIAL TESTING ENGINEERING
E3 III E s s c n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
28-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
11:00 AM
TIME JOB FINISHED
5:00 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
38
39
40
41
42
43
44
45
1 46
47
2
Pile No,
50
49
45
44
40
42
43
41
39
37
3
Augured 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
32
35
31
35
33
31
32
31
32
31
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
1 Actual Grout Volume (cf), (6*7)
33.6
36.8
32.6
36.8
34.7
32.6
33.6
32.6
33.6
32.6
9
Volume Ratio (cf), (815)
1.3
1.2
1.2
1.2
1.2
1.4
1.6
1.4
1.4
1.4
10
1 Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
693
693
693
693
611
611
611
611
611
611
Pump calibration date. Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted;
Field Rep.; D.0
Dario A Digitally signed b\\�\\\IIIH1/
Dario A Herrero�� �0N. • ERA .,
Herrero Date: 2021.12`@-•JtF/C,,
12:49:47-05'0'Q : •• O
Dario A. Herrero : * : No. 67796 �•: y�
Fla. Reg. #67796 =-p
441�
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for public-3 p S%1t 0, nts,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior �efyrt ,�i • ro?b�Q• • •�� ��
Material Testing Engineering, LLG /�i/ONAL ��\\
B3 MATERIAL TESTING ENGINEERING
E3 III E s s e n c e o f P e 1 f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
28-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
11:00 AM
ITIME JOB FINISHED
5:00 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
Columns No.
48
49
50
51
52
53
54
55
2
Pile No.
48
46
47
51
65
62
66
67
3
Augured 0 (inches)
14
14
14
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
35
31
32
35
33
31
32
31
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
36.8
32.6
33.6
36.8
34.7
32.6
33.6
32.6
9
Volume Ratio (cf), (815)
1.3
1.2
1.2
1.2
1.2
1.4
1.6
1.4
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
12
Reinforcing Length (ft)
Grout Truck Number
22
611
22
693
22
693
22
693
22
693
22
693
22
693
22
693
Pump calibration date:
Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted; Digitally signed *%%I Dario A Dario A Herra���
� �p N. H ER ,/
Herrero Date:2021.�.�*.; tFfC9 ��jO�
12:49:56-;-,
Dario A. Herrero _ * : No. 67796
Field Rep.: D.0 Fla. Reg. #67796 --v : * : Q�:
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publica45� totem/nts, P ���
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior 'o�N:
Material Testing Engineering, U.C. /�i ��ONAL ��\\
B3 MATERIAL TESTING ENGINEERING
E3 III E s s e n c e o f P e r f c,, c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
133 PROJECT NO.
21-0555
DATE
29-Oct-21
CLIENT Bodax Foundations
WEATHER
Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309
TIME JOB STARTED
12:00 PM
CONTACT
TIME JOB FINISHED
5:50 PM
PROJECT Private Residence.
ADDRESS 8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1 Columns No.
56 1 57 58 59 60
61 1 62 63
64
65
2 Pile No.
52 55 58 53 54
61 63 13
12
69
3 Augured 0 (inches)
14 14 14 14 14
14 14 14
14
14
4 Pile Length (feet)
22 22 22 22 22
22 22 22
22
22
5 Theoretical Pile Volume (cf)
23.5 23.5 23.5 23.5 23.5
23.5 23.5 23.5
23.5
23.5
6 Number of pump strokes
31 32 31 32 33
32 35 35
32
35
7 Volume per Pump Strokes (cf)
1.05 1.05 1.05 1.05 1.05
1.05 1.05 1.05
1.05
1.05
8 Actual Grout Volume (cf), (6*7)
32.6 33.6 32.6 33.6 34.7
33.6 36.8 36.8
33.6
36.8
9 Volume Ratio (cf), (815)
1.3 1.2 1.2 1.2 1.2
1.4 1.6 1.6
1.4
1.6
10 Reinforcing Size
5#7 5#7 5#7 5#7F5#7
5#7 5#7 5#7
5#7
5#7
11 Reinforcing Length (ft)
22 22 22 22 22
22 22 22
22
22
12 Grout Truck Number
655 655 655 655 655
655 655 1506
1506
1506
Pump calibration date:
Pump calibration strokes: 1.05
(cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Respectfully Submitted;
Field Rep.: D.0
Digitally signed by
Dario A \���111I
Dario A Herrero\�\ D.N.,HER
Date:2021.12.G1
Herrero � 12:50:08 -05'Q*
i
Dario A. Herrero : * ; No. 67796
Fla. Reg. #67796 =-a : * :CC_
'7- -)3.. QTAT .4�U`
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicat� Nte nts,
conclusions or extracts from our reports is reserved, In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior vAf�fprL Rl ��. • •r�� \\\
Material Testing Engineering, LLC:. /vv'/ONAL ��\\\
B3 MATERIAL TESTING ENGINEERING
E % s e n c e o f P e r If e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0555
DATE
29-Oct-21
CLIENT
ADDRESS
-CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
WEATHER
Sunny
TIME JOB STARTED
12:00 PM
TIME JOB FINISHED
5:50 PM
PROJECT
ADDRESS
Private Residence.
8208 S. Ocean Drive , Jensen Beach , 34957
AUGERCAST PILES LOG
1
2
Columns No.
Pile No_
66
9
67
68
B/O
64
68
10
69
64
3
Augured 0 (inches)
14
14
14
14
14
4
Pile Length (feet)
22
22
22
22
22
5
Theoretical Pile Volume (co
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
35
29
35
29
35
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
36.8
30.5
36.8
30.5
36.8
9
Volume Ratio (cf), (815)
1.3
1.2
1.2
1.2
1.2
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
22
22
22
22
22
12
Grout Truck Number
1506
1506
1506
1506
1506
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties
@ 12" o.c. Full
Field Rep.: D.0
Respectfully Submitted; Da Dario A Digitally signed by ��\\� H
Dario A Herrero \X N. E
Herrero Date: 2021.120**JIFIC?.
_ I-Ij • � : =
Dario A. Herrero = * : o. 67796 • y� _
Fla. Reg. #67796 --0 �=
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatfy eAAmtejnts, P
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior v0JAK ' a, \ I • • •(J'� \
Material Testing Engineering, LLC ///�0/0 j i 1 ; ; \�\