HomeMy WebLinkAboutFingerhut Piles Logs Report133 MATERIAL TESTING ENGINEERING
3111 E s s e n c e n 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
July 21, 2021. Project No. 21-0387
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private residence, House, and pool.
8228 S Ocean Drive Jeusen Beach, 34957.
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above -referenced location on July 21,22,23 and 26-27, 2021.
The work involved the installation of seventy-one (71), 14" diameter cast in place piles installed. The
approximate grout volume used was 3876.12 c.f. (143.56) yards). 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.
Res
'7
Dario iq
Florida,
BIII Mai
��'�r�f Y#1 r.,�
girt �{E:...
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,#67796
fh , 'tire Er grin wring, LLC.
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B3 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o If 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
AU!
LI1JI1
, .Er"'ED CAST MILE LO)u
Page 2 14
133 MATERIAL TESTING ENGINEERING
r 11, f P f, I I , I I ,,
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.
210387
DATE
21-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
1:OOPM
ITIME JOB FINISHED
6:47 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
1
2
3
4
5
6
7
8
9
10
2
Pile No.
69
61
64
59
57
67
63
66
5
6
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
101
99
98
102
103
97
101
105
100
103
7
Volume per Pump Strokes (cf)
0.57
0.57
0,57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
57.6
56.4
55.9
58.1
58.7
55.3
57.6
59.9
57.0
58.7
9
Volume Ratio (cf), (815)
2.07
2.03
2.01
2.09
2.11
1.99
2.07
2.15
2.05
2.11
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)
23
20
23
26
26
25
23
24
25
25
12
Grout Truck Number
7018
7018
7018
7018
4009
4009
4009
4009
7005
7005
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
angle. VAE P.
G
Respectfully Subm
pumovit M1
-D'�O�HeWEro,P.E. N 'e � <
Field Rep.: Edison Jaramillo.
0
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, anrd ®p!W `atft of statements,
� F'
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fuflwithp4ttth aOrlor written approval for 133
Material Testing Engineering, LLC.
133 MATERIAL TESTING ENGINEERING
r, 1 r r> r f , < i 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.
210387
DATE
21-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
1:OOPM
TIME JOB FINISHED
6:47 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No,
11
12
2
Pile No.
7
10
3
Augered G (inches)
14
14
4
Pile Length (feet)
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
6
Number of pump strokes
96
97
7
Volume per Pump Strokes (cf)
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
54.7
55.3
9
Volume Ratio (cf), (815)
1.97
1.99
10
Reinforcing Size
5#7
5#7
11
Reinforcing Length (ft)
24
25
12
Grout Truck Number
7005
r7OO5
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15'
angle.
14 V-
\,\\\\\\9tlYY0Ptle
specttully Supmitteci;
Field Rep.: Edison Jaramillo.
err oPi. z
g. #4� ec
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and aidtor iati for, R i��tp ;of;t� Tents,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, exceptlip fbill it bo ed ior'w`�n eRroval for 33
Material Testing Engineering, LLC. N�f LL Cr e
s db "�..�r�/w ee
6dddddCltll94
133 MATERIAL TESTING ENGINEERING
III I . i 11 ! i <-) f I I " I i '- , i I r) r)
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.
210387
DATE
22-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
11:30AM
ITIME JOB FINISHED
5:40 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
13
14
15
16
17
18
19
20
2
Pile No.
60
58
56
70
71
68
19
20
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
98
102
104
93
105
103
100
94
7
Volume per Pump Strokes (co
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (co, (6*7)
55.9
58.1
59.3
53.0
59.9
58.7
57.0
53.6
9
Volume Ratio (cf), (815)
2.01
2.09
2.13
1.91
2.15
2.11
2.05
1.93
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
26
26
26
26
26
26
26
26
12
Grout Truck Number
8001
8001
8001
8001
7012
7012
7012
7012
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
angle.
espectrully Subm
Field Rep.: Edison Jaramillo.
m
0
o �e
Al
_�
arijiirRerero1
P:E.
T1: ()to" t1t
Fla. Reg. #67�+9`�'".,
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authonz�ton'fe"Alb pi 4 at ts,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fully ithtrs`�thg pPIdYWn`ttel for B3
Material Testing Engineering, L-C.
'ei56kttn�
133 MATERIAL TESTING ENGINEERING
i- , , r, <. <l r P , , i f c- , I i c, 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.
210387
DATE
23-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
12:OOPM
ITIME JOB FINISHED
5:00 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
21
22
23
24
25
26
27
28
29
30
2
Pile No.
8
50
65
62
42
51
40
41
47
45
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
101
99
103
97
102
98
104
100
102
104
7
Volume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
57.6
56.4
58.7
55.3
58.1
55.9
59.3
57.0
58.1
59.3
9
Volume Ratio (cf), (815)
2.07
2.03
2.11
1.99
2.09
2.01
2.13
2.05
2.09
2.13
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)
26
26
26
26
26
26
26
26
26
26
12
Grout Truck Number
7014
7014
7014
7014
7015
7015
7015
7015
8001
8001
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15'
angle. je.t•••►,�
• kyj ,
#67796
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of cliertt5, a6'j 4thoriUon:foFE
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, e)tcep Ir(ul N� R'� the
Material Testing Engineering, LLC. ,' , s 46 4 c 1 � t
tien-of statements,
written approval for 83
B3 MATERIAL TESTING ENGINEERING
I r, , r) f P �' r f I i " 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.
210387
DATE
23-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
12:OOPM
TIME JOB FINISHED
5:00 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
31
32
33
34
35
36
2
Pile No.
43
46
3
2
1
11
3
Augered 0 (inches)
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
99
102
104
98
103
99
7
Volume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
56.4
58.1
59.3
55.9
58.7
56.4
9
Volume Ratio (cf), (815)
2.03
2.09
2.13
2.01
2.11
2.03
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
26
26
26
26
26
26
12
Grout Truck Number
8001
8001
7010
7010
7010
7010
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
angle.
Field Rep
Edison Jaramillo.
Respectfully Submitted;
a i rr E. .o ;
FI . R%, .`*67796 'S�' ;
�.- TA Tr c, C
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and auth
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in f
Material Testing Engineering, LLC.
cii�,tion for publication of staten)dnta'j
i1,.. r '
II w)tth{obtAll pf r� jg4apporr. S[fbr B3
In
B3 MATERIAL TESTING ENGINEERING
I 11 f f' " i f , I i () r)
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.
210387
DATE
26-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
11:30PM
ITIME JOB FINISHED
6:15 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
37
B/0
38
39
40
41
42
43
44
45
2
Pile No.
49
48
53
48
54
52
55
44
39
38
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
43
43
42
36
45
42
43
33
43
45
7
Volume per Pump Strokes (cf)
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1,10
8
Actual Grout Volume (cf), (6*7)
47.3
47.3
46.2
39.6
49.5
46.2
47.3
36.3
47.3
49.5
9
Volume Ratio (cf), (815)
1.70
1.70
1.66
1.42
1.78
1.66
1.70
1.31
1.70
1.78
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)
26
24
23
25
24
24
24
24
24
12
Grout Truck Number
8004
8004
8004
8004
8004
7001
7001
7001
7001
7001
Pump calibration date: Pump calibration strokes: 1.10 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
angle.
Pump tk 60 HP Thomas Concrete.
Respectfully Submitted / �' ' "y 'err,'
D ri err' ro,P.E°.
Field Rep.: Edison Jaramillo. Fla. Re. #Q7796 �r
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authohz4[ipn,for pu` li �'t f tat tnents,' (� ,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full wii4-dl t°theprior written approval4
Material Testing Engineering, LLC. °\�.(� ••,.�t{..1'<°�
XotvA�
1��q4 g4q-i lb 44_t
133 MATERIAL TESTING ENGINEERING
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.
210387
DATE
26-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
11:30PM
ITIME JOB FINISHED
6:15 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
46
47
48
49
50
51
B/O
52
53
54
2
Pile No.
32
29
31
37
36
33
18
35
18
26
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
44
43
40
38
43
48
46
42
31
38
7
Volume per Pump Strokes (cf)
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
8
Actual Grout Volume (cf), (6*7)
48.4
47.3
44.0
41.8
47.3
52.8
50.6
46.2
34.1
41.8
9
Volume Ratio (cf), (815)
1.74
1.70
1.58
1.50
1.70
1.90
1.82
1.66
1.23
1.50
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)
23
25
25
24
24
25
25
25
26
12
Grout Truck Number
8000
8000
8000
8000
8000
6000
6000
6000
6000
6000
Pump calibration date: Pump calibration strokes: 1.10 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
Field Rep
angle.
Pump tk 60 HP Thomas Concrete.
ii lt�� � 7�."� ✓
Edison Jaramillo.
Respectfully Subm
D a r i
Fla. , e 4 '#677PfAj-� vI .'sue :
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authori26ti6ra fe
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full witliout
Material Testing Engineering, LLC.
for B3
133 MATERIAL TESTING ENGINEERING
111 f f, , t <, , , I ,
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
63 PROJECT NO.
210387
DATE
26-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
11:30PM
TIME JOB FINISHED
6:15 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
B/O
13/0
55
56
57
2
Pile No.
34
30
28
34
30
3
Augered 0 (inches)
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
42
40
38
43
39
7
Volume per Pump Strokes (cf)
1.10
1.10
1.10
1.10
1.10
8
Actual Grout Volume (cf), (6"7)
46.2
44.0
41.8
47.3
42.9
9
Volume Ratio (cf), (815)
1.66
1.58
1.50
1.70
1.54
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
24
24
25
12
Grout Truck Number
8001
8001
8001
8001
8001
Pump calibration date: Pump calibration strokes: 1.10 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15'
angle.
Pump tk 60 HP Thomas Concrete.
spectfully Submitted;
Field Rep.: Edison Jaramillo.
A d
Daly Herrero*''E. - v �
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and, 0thtiio for pub�atiorrbfii3fe�ients,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, excdpt f1��F�llwitht_�Ni�orS✓rjft���pproval for 63
Material Testing Engineering, LLC. �' ,,
133 MATERIAL TESTING ENGINEERING
111 r f, „ t r, r, I t , t i ') I,
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.
210387
DATE
27-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
9:30PM
ITIME JOB FINISHED
12:35 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
58
59
60
61
62
63
64
65
66
67
2
Pile No.
14
15
21
24
19
13
12
17
22
25
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
42
43
37
44
42
45
41
44
42
35
7
Volume per Pump Strokes (cf)
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
1.10
8
Actual Grout Volume (cf), (6'7)
46.2
47.3
40.7
48.4
46.2
49.5
45.1
48.4
46.2
38.5
9
Volume Ratio (cf), (815)
1.66
1.70
1.46
1.74
1.66
1.78
1.62
1.74
1.66
1.39
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)
23
23
23
24
26
23
25
23
24
26
12
Grout Truck Number
8002
8002
8002
8002
8002
8005
8005
8005
8005
8005
Pump calibration date: Pump calibration strokes: 1.10 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15°
angle.
Pump tk 60 HP Thomas Concrete. ►44110t.,
Respectfully Submitted;
24�
�`�`�`y \
Dap errero, ,E.
Field Rep.: Edison Jaramillo. F1 , �teg.� 97 - ; E
4
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, ajidautkoriz�tion for publication of^st�Yements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except ip`full`wit�outthe pri6writieri'approval for 133
Material Testing Engineering, LLC.
133 MATERIAL TESTING ENGINEERING
111 ( " r r. c-) r I, " i f c c- t i " r,
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.
210387
DATE
27-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
9:30PM
TIME JOB FINISHED
12:35 PM
PROJECT
ADDRESS
Private Residence
8228 S Ocean Drive Jensen Beach, 34957 Florida.
AUGERCAST PILES LOG
1
Columns No.
68
69
BIO
70
71
2
Pile No.
27
23
20
16
20
3
Augered 0 (inches)
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
48
31
38
46
j 42
7
Volume per Pump Strokes (co
1.10
1.10
1.10
1.10
1.10
8
Actual Grout Volume (cf), (6*7)
52.8
34.1
41.8
50.6
46.2
9
Volume Ratio (co, (815)
1.90
1.23
1.50
1.82
1.66
10
Reinforcing Size
5#7
5#7
5#7
5#7
5#7
11
Reinforcing Length (ft)
25
25
24
24
12
Grout Truck Number
8004
8004
8004
8004
8004
Pump calibration date: Pump calibration strokes: 1.10 (cf. per strokes)
* House; 61 piles in total ; 5#7 with #3 ties @ 12" o.c. full., 8 pool pilea are batter @ 15*
angle.
Pump tk 60 HP Thomas Concrete.
Field Rep
Edison Jaramillo.
Respectfully Subm
i"
Darid- errero,P.E3
Fla."r eg. #60W'.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and avtl
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in
Material Testing Engineering, L-c.
o,A, �iAL
�'�1�AI
for B3
B3 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
SITE S" ITCH'
Page 314
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