HomeMy WebLinkAboutENGINEERING 8-30-18UUULUG(1I11UW IX VullbtlIRaIVI I IVIGR0I1cuo
-`ngineerin , Testing, & Inspection
Hutting
Environmental Services
fiE Engineers Offices throughout the state of Florida
of Florida Inca Established 1967 www.nu ' engineers.com info@nuttingengineers.com
Your Projectis Our Commitment
SCANNED bw�j
August 30, 2018 1 BY
�
Mr. John Butler t Lu ie County
Bodax Foundations, Inc.
1101 NW 551h Street
Ft. Lauderdale, Florida 33309
Subject: Report of Augercast Pile Installation Monitoring
Proposed Residence and Pool
Lot 20, 8036 South Ocean Drive
Jensen Beach, Florida
Dear Mr. Butler:
�1,1(1,c-,-
00 /7 t2
Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations for the
proposed residence and pool at the subject site. Bodax Foundations, Inc. installed cast -in -place augured
piles for support of the proposed construction.
Bodax Foundations, Inc. installed a' total of 83, 16-inch diameter augercast piles for the project. The piles
were installed from August 8, 2018 to August 10, 2018. Please refer to the pile plan for the numbering
provided to our office. The pile size and depth recommendations were based upon our review of the
Report of Geotechnical Exploration prepared by GFA International dated April 5, 2018.
The pile installation characteristics of each pile are presented in the attached Pile Installation Data.
Identification of each pile location followed by the pile number is shown on the Pile Location Plans
attached. Each pile record in the attached summary tables shows the following information:
■ RECORD NUMBER IN CHRONOLOGICAL ORDER
■ THE PILEjNUMBER (AS FOUND ON ATTACHED PLANS)
■ THE DIAMETER OF THE PILE
■ THE LENGTH OF PILE FROM GROUND SURFACE TO TIP
■ THE THEORETICAL VOLUME OF GROUT FOR THE PILE
■ THE NUMBER OF PUMP STROKES FOR THE PILE
■ THE ACTUAL VOLUME OF GROUT FOR THE PILE
■ THE GROUT FACTOR
■ THE DATE OF INSTALLATION
■ THEREINEOIZCEMENZT�E�
■ AND GENERAL COMMENTS AS NEEDED
The drilling operations were monitored in the field by our field engineer and inspector in order to
approximately determine the type of material being penetrated.
1
1310 Neptune Drive • Boynton Beach, Florida 33426 • (661) 736-4900 • Fax (561) 737-9976
Broward (954) 941-8700 • Port St. Lucie (772) 408-1050 • Miami Dade (305) 624-0060
This identification was done based on the augering time, the materials received during the drilling
operations and the relative hardness of the soils/rocks as indicated by the vibration or "chattering" of the
hydraulic lines.
The augercast piles were installed to depths of twenty-six to twenty-eight feet below the existing ground
surface of approximately. The piles were designed for an allowable compressive capacity of 40 tons for
the residence and 15 tons for the pool as required by the structural specifications and the recommendations
made by others.
i
Generally, during the installation of the piles, easy drilling was observed from the ground level to
approximately twenty-five feet. Below this depth range hard drilling was encountered to the final tip depth.
i
All house and pool piles received steel reinforcement consisting of frill length cage with 6, #7 reinforcing
bars with #3 ties spaced 12-inches on'center the full length of the pile as stated in the structural documents.
We also note that five pool piles were battered 15-degrees as stated on the pile location plan.
I
Upon completion of this inspection process, and review of the recorded data, it is our opinion that the
augercast piles installed for the residence attained the required design compressive capacity of 40 tons and
the pool attained the required compressive capacity of 15 tons. The piles that were presently installed
were constructed in substantial compliance with the plans and specifications.
i
Drilling Condition Note: We note that due to very loose sand soils throughout the subsurface profile at
the site, in order to develop acceptable piles, the placement of grout well beyond typical amounts were
needed within many piles installed at the site. The piling company attempted to minimize the amount of
grout placed as best as possible; however, site conditions still resulted in excessive grout being needed
within those piles.
Upon completion of this inspection process, and review of the recorded data, it is our opinion that the
augercast piles installed for the project attained the required design compressive capacity of 35 tons. The
piles that were presently installed were constructed in substantial compliance with the plans and
specifications.
i
I
We note that it was monitored and ensured that the piles began installation at the survey locations provided
in the field. If during drilling operations it was discovered that gross deviations from original locations
have occurred, the deviation was attempted to be rectified. Nutting Engineers is not responsible for minor
deviations which have occurred during drilling operations, along with incorrect surveyed pile locations
during piling installation. We also note that some deviations may be due to the augerdrill shifting when
attempting to drill through the hard frock or other encountered debris conditions. This condition is beyond
the control of the site inspector and undersigned engineer.
Our client for this geotechnical evaluation was:
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55n` Street
Ft. Lauderdale, Florida 33309
Nutting
E Engineers
of Florida Inc1 Established 1967
Your Project is Our Commitment 2
NE shall bear no liability for the implementation of recommended inspection and testing services as
described in this report if implemented by others. NE has no ability to verify the completeness, accuracy
or proper technique of such procedures if performed by others.
The Geotechnical Engineer warrants (that the findings, recommendations, specifications, or professional
advice contained herein, have been presented after being prepared in accordance with general accepted
professional practice in the field of foundation engineering, soil mechanics and engineering geology. No
other warranties are implied or expressed.
We appreciate the opportunity to provide these services for you. if you should have any questions, or if
we can be of any further assistance iri this matter, please feel free to contact us.
Senidr Geotechn cal Engineer
Attachm--nts: Pile Location Plan
Pile Instailation Records
LTR BODAX PROP RES 8036 S-OCN DR JENSENi BCH ACP CEG
I
Nutting
r3lEngineers
of Florida Inc I Established 1967
YourProjectis OurCommltment 3
SCHEDULE
DP-V
Wr
DC. SNrRr
FOR 6'" WALL FOR Wg5.
PERMIT SET
PiAtti VAiW
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TIUS DRAWING IS ANINSTRUDMENT OF
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AND IS THE PROPERTY OF COATIS. SINCLAM INC. AND IS NOT TO BGREPRODUCED IN WHOLE OR IN•PART WTCHOUT TBE EXPRESS WRITTENPERMISSION OF COATIS - SINCLA.IR, INC.
POOL' SPA PLAN FOR:
Private Residence
C1[ W-rlS _ STNCLAM, INC.
e• U822559
N. MMTARY TRAIL, SUITE 3
LOT 20, DIAMOND SANDS
PALM BEACH GARDENS, FL 33418
JENSEN BEACH, FL
PII. 561-630-8534 FAX 561-630-8557
C.O.A. NO.5725
Stephen AT Sinclalr, P.E.
Flarlda License NO.35631
EODAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JEN,SEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
Pile Dia.
(in)
Pile
Length
(ft)
Theoretic.
Pile
Volume
(ft)
Pump
Strokes
Total
Volume of
Grout
pumped
fta
Grout
Factor
Date
Installed
Remarks
1
14
16.0
28
39.1
44
48.4
1.24
08/08/18
2
12
16.0
28
39.1
45
49.5
1.27
08/08/18
3
11
16.0
26
36.3
50
55.0
1.52
08/08/18
4
9
16.0
26
36.3
49
53.9
1.48
08/08/18
5
8
16.0
26
36.3
53
58.3
1.61
08/08/18
6
7
16.0
26
36.3
62
68.2
1.88
08/08/18
Redrill
7
6
16.0
26
36.3
58
63.8
1.76
08/08/18
8
18
16.0
28
39.1
48
52.8
1.35
08/08/18
9
17
16.0
28
'39.1
52
57.2
1.46
08/08/18
10
13
16.0
28
'39.1
46
50.6
1.29
08/08/18
11
10
16.0
28
; 39.1
50
55.0
1.41
08/08/18
12
25
16.0
28
'39.1
49
53.9
1.38
08/08/18
13
24
16.0
28
39.1
50
55.0
1.41
08/08/18
14
38
16.0
28
39.1
43
47.3
1.21
08/08/18
15
49
16.0
28
39.1
44
48.4
1.24
08/08/18
16
57
16.0
28
39.1
51
56.1
1.43
08/08/18
17
69
16.0
28
39.1
48
52.8
1.35
08/08/18
18
59
16.0
28
39.1
51
56.1
1.43
08/08/18
19
58
16.0
28
39.1
50
55.0
1.41
08/08/18
20
56
16.0
28
39.1
48
52.8
1.35
08/08/18
21
50
16.0
28
39.1
52
57.2
1.46
08/08/18
22
23
16.0
28
39.1
59
64.9
1.66
08/08/18
23
37
16.0
28
39.1
46
50.6
1.29
08/08/18
24
70
16.0
28
39.1
44
48.4
1.24
08/08/18
25
27
16.0
28
39.1
51
56.1
1.43
08/08/18
26
28
16.0
28
39.1
46
50.6
1.29
08/08/18
27
30
16.0
28
39.1
44
48.4
1.24
08/08/18
28
32
16.0
28
39.1
43
47.3
1.21
08/08/18
29
45
16.0
28
39.1
46
50.6
1.29
08/08/18
30
77
16.0
28
39.1
43
47.3
1.21
08/09/18
Pool
31
76
16.0
28
39.1
42
46.2
1.18
08/09/18
Pool
32
79
16.0
28
39.1
47
51.7
1.32
08/09/18
Pool
33-
-46-
6-0-
--28-
---39.1
46
-50-6-
1.29-
-08/09/48-
34
54
16.0
28
39.1
42
46.2
1.18
08/09/18
35
78
16.0
28
39.1
48
52.8
1.35
08/09/18
Pool
36
53
16.0
28
39.1
44
48.4
1.24
08/09/18
37
83
16.0
28
39.1
44
48.4
1.24
08/09/18
Pool
38
80
16.0
28
39.1
43
47.3
1.21
08/09/18
Pool
Nutting
E Engineers
of Florida Inc.I Established 1967
vODAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
Pile Dia.
(in)
pile
Length
(ft)
Theoretic.
Pile
Volt3me
(f)
Pump
Strokes
Total
Volume ofGrout
Grout pumped
ft3
Factor
Date
Installed
Remarks
39
31
16.0
28
39.1
43
47.3
1.21
08/09/18
40
62
16.0
28
39.1
44
48.4
1.24
08/09/18
41
75
16.0
28
3.0.1
43
47.3
1.21
08/09/18
42
63
16.0
28
39.1
43
47.3
1.21
08/09/18
43
44
16.0
28
39.1
42
46.2
1.18
08/09/18
44
29
16.0
28
39.1
46
50.6
1 1.29
08/09/18
45
41
16.0
28
39.1
43
47.3
1.21
08/09/18
46
42
16.0
28
39.1
44
48.4
1.24
08/09/18
47
52
16.0
28
39.1
45
49.5
1.27
08/09/18
48
61
16.0
28
!39.1
49
53.9
1.38
08/09/18
49
82
16.0
28
'39.1
43
47.3
1.21
08/09/18
Pool
50
43
16.0
28
'39.1
45
49.5
1.27
08/09/18
51
33
16.0
28
39.1
43
47.3
1.21
08/09/18
52
35
16.0
28
39.1
44
48.4
1.24
08/09/18
53
47
16.0
28
39.1
46
50.6
1.29
08/09/18
54
48
16.0
28
39.1
42
46.2
1.18
08/09/18
55
36
16.0
28
39.1
43
47.3
1.21
08/09/18
56
34
16.0
28
39.1
42
46.2
1.18
08/09/18
57
20
16.0
28
39.1
44
48.4
1.24
08/09/18
58
21
16.0
28
39.1
43
47.3
1.21
08/09/18
59
55
16.0
28
39.1
42
46.2
1.1.8
08/09/18
60
74
16.0
28
39.1
48
52.8
1.35
08/09/18
61
81
16.0
28
39.1
45
49.5
1.27
08/10/18
Pool
62
60
16.0
28
39.1
47
51.7
1.32
08/10/18
63
73
16.0
28
39.1
52
57.2
1.46
08/10/18
64
72
16.0
28
39.1
46
50.6
129
08/10/18
65
71
16.0
28
39.1
43
47.3
1.21
08/10/18
66
68
16.0
28
39.1
43
47.3
1.21
08/10/18
67
67
16.0
28
39.1
42
46.2
1.18
08/10/18
68
66
16.0
28
39.1
42
46.2
1.18
08/10/18
69
65
16.0
28
39.1
42
46.2
1.18
08/10/18
70
64
16.0
28
39.1
43
47.3
1.21
08/10/18
71
39
16.0
28
39.1
42
46.2
1.18
08/10/18
-7�
�6
16U
-28-
�-9.1
- 4
-51:7-
1-32-
08TTU/1-8-
73
22
16.0
28
39.1
43
47.3
1.21
08/10/18
74
5
16.0
28
39.1
45
49.5
1.27
08/10/18
75
15
16.0
28
39.1
43
47.3
1.21
08/10/18
76
19
16.0
28
39.1
40
44.0
1.13
08/10/18
Hutting
E Engineers
of Florida Inc. I Established 1967
�aDAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Theoretic.
Total
Record
Pile No.
Pile Dia.
pile
Length
Pile
Pump
Volume ofGrout
Grout
Date
Remarks
No.
(in)
(ft)
Volume
Strokes
Pumped
Factor
Installed
(ft3)
ft
77
1
16.0
28
30.1
42
46.2
1 1.18
08/10/18
78
2
16.0
28
39.1
42
46.2
1.18
08/10/18
79
3
16.0
28
39.1
41
45.1
1.15
08/10/18
80
4
16.0
28
39.1
46
50.6
1.29
08/10/18
81
16
16.0
28
39.1
41
45.1
1.15
08/10/18
82
40
16.0
28
39.1
47
51.7
1.32
08/10/18
83
51
16.0
28
j39.1
45
49.5
1.27
08/10/18
Total linear feet drilled
2314
; Total Grout (yd) 155
!
PILE LOG FL BODAX PROPOSED RES 8036 S OCEAN DR JENSEN ACP
Minimum depth drilled
26
Maximum depth drilled
28
Nutting
E Engineers
of Florida Inc. I Established 1967
�= Hutting
Engineers,
of Florida Inc. I Established 1967
YourProjectis Our Commitment
August 30, 2018
ueolecnnicai & yonstrucuon maienais
Engineering, Testing, & Inspection
Environmental Services
Offices throughout the state of Florida
www.nuttingengineers.com info@nuttingengineers.com
170 6---(9033
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55th Street
Ft. Lauderdale, Florida 33309
Subj ect: Report of Augercast, Pile Installation Monitoring
Proposed Residence and Pool
Lot 20, 8036 South Ocean Drive
Jensen Beach, Florida
i
Dear Mr. Butler: '
i
Nutting Engineers of Florida, Inc; (NE) has completed observation of augercast piling operations for the
proposed residence and pool at the subject site. Bodax Foundations, Inc. installed cast -in -place augured
piles for support of the proposed construction.
Bodax Foundations, Inc. installed a total of 83, 16-inch diameter augercast piles for the project. The piles
were installed from August 8, 2018 to August 10, 2018. Please refer to the pile plan for the numbering
provided to our office. The pile size and depth recommendations were based upon our review of the
Report of Geotechnical Exploration prepared by GFA International dated April 5, 2018.
The pile installation characteristics of each pile are presented in the attached Pile Installation Data.
Identification of each pile location followed by the pile number is shown on the Pile Location Plans
attached. Each pile record in the attached summary tables shows the following information:
■ RECORD NUMBER IN CHRONOLOGICAL ORDER
■ THE PILE NUMBER (AS FOUND ON ATTACHED PLANS)
■ THE DIAMETER OF THE PILE
■ THE LENGTH OF PILE FROM GROUND SURFACE TO TIP
■ THE THEORETICAL VOLUME OF GROUT FOR THE PILE
■ THE NUMBER OF PUMP STROKES FOR THE PILE
■ THE ACTUAL VOLUME OF GROUT FOR THE PILE
■ THE GROUT FACTOR
■ THE DATE OF INSTALLATION
■ TI3E REINEORCBMENT�YPE�
■ AND GENERAL COMMENTS AS NEEDED
The drilling operations were monitored in the field by our field engineer and inspector in order to
approximately determine the type of material being penetrated.
01
1310 Neptune Drive - Boynton Beach, Florida 33426 - (561) 736-4900 • Fax (561) 737-9975
Broward (954) 941-8700 - Port St. Lucie (772) 408-1050 - Miami Dade (305) 624-0060
I
This identification was done based; on the augering time, the materials received during the drilling
operations and the relative hardness of the soils/rocks as indicated by the vibration or "chattering" of the
hydraulic lines.
The augercast piles were installed to depths of twenty-six to twenty-eight feet below the existing ground
surface of approximately. The piles were designed for an allowable compressive capacity of 40 tons for
the residence and 15 tons for the pool as required by the structural specifications and the recommendations
made by others.
Generally, during the installation' of the piles, easy drilling was observed from the ground level to
approximately twenty-five feet. Below this depth range hard drilling was encountered to the final tip depth.
All house and pool piles received Isteel reinforcement consisting of full length cage with 6, #7 reinforcing
bars with #3 ties spaced 12-inches on center the full length of the pile as stated in the structural documents.
We also note that five pool piles were battered 15-degrees as stated on the pile location plan.
Upon completion of this inspection process, and review of the recorded data, it is our opinion that the
augercast piles installed for the residence attained the required design compressive capacity of 40 tons and
the pool attained the required compressive capacity of 15 tons. The piles that were presently installed
were constructed in substantial compliance with the plans and specifications.
Drilling Condition Note: We note that due to very loose sand soils throughout the subsurface profile at
the site, in order to develop acceptable piles, the placement of grout well beyond typical amounts were
needed within many piles installed at the site. The piling company attempted to minimize the amount of
grout placed as best as possible; however, site conditions still resulted in excessive grout being needed
within those piles.
Upon completion of this inspection process, and review of the recorded data, it is our opinion that the
augercast piles installed for the project attained the required design compressive capacity of 35 tons. The
piles that were presently installed were constructed in substantial compliance with the plans and
specifications.
We note that it was monitored and ensured that the piles began installation at the survey locations provided
in the field. If during drilling operations it was discovered that gross deviations from original locations
have occurred, the deviation was attempted to be rectified. Nutting Engineers is not responsible for minor
deviations which have occurred during drilling operations, along with incorrect surveyed pile locations
during piling installation. We also note that some deviations may be due to the augerdrill shifting when
attempting to drill through the hard rock or other encountered debris conditions. This condition is beyond
the control of the site inspector and undersigned engineer.
Our client for this geotechnical evaluation was:
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55t' Street
Ft. Lauderdale, Florida 3;3309
Nutting
E Engineers.
of Florida Inc I Established 1967
YourProjectis Ourcommitmeot 2
NE shall bear no liability for the implementation of recommended inspection and testing services as
described in this report if implemented by others. NE has no ability to verify the completeness, accuracy
or proper technique of such procedures if performed by others.
i
The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional
advice contained herein, have been' presented after being prepared in accordance with general accepted
professional practice in the field of foundation engineering, soil mechanics and engineering geology. No
other warranties are implied or expressed.
We appreciate the opportunity to provide these services for you. If you should have any questions, or if
we can be of any further, assistance in this matter, please feel free to contact us.
Fuld S
NU YINEL , LSIDA, C.
C S ler-E. G re , E. #6"47
Senior Geot6cliri.cal Engineer
Attachments: Pile Location Plan
Pile Installation Records
LTR BODAX PROP RES 8036 S-OCN DR JENSEN BCH ACP CEG
Nutting
E Engineers
of Florida Inc I Established 1967
Your Project is Our Commitment
3
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AND IS THE PROPERTY OF COATIS-SINCLAIR,INC AND IS NOT TO DEREPRODUCED IN WHOLE Olt INTARTWITHOUTTHE EXPRESS WRITTEN PERMISSION OF CURTIS - SINCLAM INC.
POOLI SPA PLAN FOR:
CYJR'A'xS - SlNCLA M, INC.
Private residence
8259 N. MILITARY TRAIL, SUITE 3
LOT 20, DIAMOND SANDS
PALM BEACH GARDENS, FL 33418
PH. 561-630-8534 FAX 561-630-8557
JENSEN BEACH, FL
Stephen TvL , PE.
C.O.A. NO.5725 Florida l icenseclnlrNo. 35631
BODAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
Pile Dia.
(in)
pile
Length
(ft)
Theoretic.
Pile
Volume
(ft3)
Pump
Strokes
Total
Volume ofGrout
Grout
Pumped
ft
Factor
Date
Installed
Remarks
1
14
16.0
28
39.1
44
48.4
1.24
08/08/18
2
12
16.0
28
39.1
45
49.5
1.27
08/08/18
3
11
16.0
26
36.3
50
55.0
1.52
08/08/18
4
9
16.0
26
36.3
49
53.9
1.48
08/08/18
5
8
16.0
26
36.3
53
58.3
1.61
08/08/18
6
7
16.0
26
36.3
62
68.2
1.88
08/08/18
Redrill
7
6
16.0
26
36.3
58
63.8
1.76
08/08/18
8
18
16.0
28
39.1
48
52.8
1.35
08/08/18
9
17
16.0
28
39.1
52
57.2 1.
1.46
08/08/18
10
13
16.0
28
39.1
46
50.6
1.29
08/08/18
11
10
16.0
28
39.1
50
55.0
1.41
08/08/18
12
25
16.0
28
39.1
49
53.9
1.38
08/08/18
13
24
16.0
28
39.1
50
55.0
1.41
08/08/18
14
38
16.0
28
39.1
43
47.3
1.21
08/08/18
15
49
16.0
28
39.1
44
48.4
1.24
08/08/18
16
57
16.0 1
28
39.1
51
56.1
1.43
08/08/18
17
69
16.0
28,
39.1
48
52.8
1.35
08/08/18
18
59
16.0
28'
39.1
51
56.1
1.43
08/08/18
19
58
16.0
28,
39.1
50
55.0
1.41
08/08/18
20
56
16.0
28
39.1
48
52.8
1.35
08/08/18
21
50
16.0
28
39.1
52
57.2
1.46
08/08/18
22
23
16.0
28
39.1
59
64.9
1.66
08/08/18
23
37
16.0
28
39.1
46
50.6
1.29
08/08/18
24
70
16.0
28
39.1
44
48.4
1.24
08/08/18
25
27
16.0
28
39.1
51
56.1
1.43
08/08/18
26
28
16.0
28
39.1
46
50.6
1.29
08/08/18
27
30
16.0
28
39.1
44
48.4
1.24
08/08/18
28
32
16.0
28
39.1
43
47.3
1.21
08/08/18
29
1 45
16.0
28
39.1
46
50.6
1.29
08/08/18
30
77
16.0
28
39.1
43
47.3
1.21
08/09/18
Pool
31
76
16.0
28
39.1
42
46.2
1.18
08/09/18
Pool
32
79
16.0
28
39.1
47
51.7
1.32
08/09/18
Pool
33-
46--16.0---
28-
39-1-
46
--50:6
1.29
-08/09/48-
34
54
16.0
28
39.1
42
46.2
1.18
08/09/18
35
1 78
16.0
28
39.1
48
52.8
1.35
08/09/18
Pool
36
53
16.0
28
39.1
44
48.4
1.24
08/09/18
37
83
16.0
28
39.1
44
48.4
1.24
08/09/18
Pool
38
80
16.0
28
39.1
43
47.3
1.21
08/09/18
Pool
Nutting
E Engineers
of Florida Inc.1 Established 1967
BODAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
Pile Dia.
(in)
pile
Length
(ft)
Theoretic.
Pile
Volume
(ft3)
Pump
Strokes
Total
Volume ofGrout
Grout
Pumped
ft
Factor
Date
Installed
Remarks
39
31
16.0
28
'39.1
43
47.3
1.21
08/09/18
40
62
16.0
28
39.1
44
48.4
1.24
08/09/18
41
75
16.0
28
39.1
43
47.3
1.21
08/09/18
42
63
16.0
28
39.1
43
47.3
1.21
08/09/18
43
44
16.0
28
39.1
42
46.2
1.18
08/09/18
44
29
16.0
28
39.1
46
50.6
1.29
08/09/18
45
41
16.0
28
39.1
43
47.3
1.21
08/09/18
46
42
16.0
28
39.1
44
48.4
1.24
08/09/18
47
52
16.0
28
39.1
45
49.5
1.27
08/09/18
48
61
16.0
28
39.1
49
53.9
1.38
08/09/18
49
82
16.0
28
39.1
43
47.3
1.21
08/09/18
Pool
50
43
16.0
28
39.1
45
49.5
1.27
08/09/18
51
33
16.0
28
39.1
43
47.3
1.21
08/09/18
52
35
16.0
28
39.1
44
48.4
1.24
08/09/18
53
47
16.0
28
39.1
46
50.6
1.29
08/09/18
54
48
16.0
28
39.1
42
46.2
1.18
08/09/18
55
36
16.0
28
39.1
43
47.3
1.21
08/09/18
56
34
16.0
28
39.1
42
46.2
1.18
08/09/18
57
20
16.0
28,'
39.1
44
48.4
1.24
08/09/18
58
21
16.0
28;
39.1
43
47.3
1.21
08/09/18
59
55
16.0
1 281
39.1
42
46.2
1.18
08/09/18
60
74
16.0
28
39.1
1 48
52.8
1.35
08/09/18
61
81
16.0
28
39.1
45
49.5
1.27
08/10/18
Pool
62
60
16.0
28
39.1
47
51.7
1.32
08/10/18
63
73
16.0
28
39.1
52
57.2
1.46
08/10/18
64
72
16.0
28
39.1
46
50.6
1.29
08/10/18
65
71
16.0
28
39.1
43
47.3
1.21
08/10/18
66
68
16.0
28
39.1
43
47.3
1.21
08/10/18
67
67
16.0
28
39.1
42
46.2
1.18
08/10/18
68
66
16.0
28
39.1
42
46.2
1.18
08/10/18
69
65
16.0
28
39.1
42
46.2
1.18
08/10/18
70
64
16.0
28
39.1
43
47.3
1.21
08/10/18
71
39
16.0
28
39.1
42
46.2
1.18
08/10/18
26
�fi 0
-28-
-3-1-
----47
51:7-
-0S/1-071V
73
22
16.0
28
39.1
43
47.3
1.21
08/10/18
74
5
16.0
28
39.1
45
49.5
1.27
08/10/18
75
15
16.0
28
1 39.1
43
47.3
1.21
08/10/18
76
19
16.0
28
1 39.1
40
44.0
1.13
08/10/18
Nutting
T310 Engineers
of Florida Inc. I Established 1967
9
BODAX FOUNDATION
PROPOSED RESIDENCE
8036 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING!ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
Pile Dia.
(in)
Pile
Length
(ft)
Theoretic.
Pile
Vol,bme
(ft3)
Pump
Strokes
Total
Volume of
Grout
Pumped
ft
Grout
Factor
Date
Installed
Remarks
77
1
16.0
28
39.1
42
46.2
1.18
08/10/18
78
2
16.0
28
39.1
42
46.2
1.18
08/10/18
79
3
16.0
28
39.1
41
45.1
1.15
08/10/18
80
4
16.0
28
39.1
46
50.6
1.29
08/10/18
81
16
16.0
28
39.1
41
45.1
1.15
08/10/18
82
1 40
16.0
28
$9.1
1 47
51.7
1.32
08/10/18
83
1 51
16.0
28
39.1
1 45
49.5
1.27
08/10/18
Total linear feet drilled
2314
Total Grout (yd) 155
PILE LOG FL BODAX PROPOSED RES 8036 S OCEAN DR JENSEN ACP
Minimum depth drilled
—t-28
26
Maximum depth drilled
Hutting
o Engineers
of Florida Inc. Established 1967
1498r7�'-'20:1r7