HomeMy WebLinkAboutPILE REPORTIerm`�-1891�008T
8020 S OCEAN DR1VE-
CRYSTAL POOLS OF INDIAN RIVER
4684 N. US1
VERO BEACH FL. 32967
772-567-3067
-I FAX 770-5961 r
9'ecelvev
germ ti `u�ie Cou ty nY
SCQVNED
St Lucie County
FILE COPY
2 copies of the solar blanket ( solar pill)
0
T14ANK YOU,
Jimmy Rouan
473-2311
Hutting
is Engineers
of Florida Inc. 1 Established 1967
YourProjectis Our Commitment
April 12, 2018
Mr. John Butler
Bodax Foundations, Inc.
11101 NW 55th Street
Ft. Lauderdale, Florida 33309
lGeotechnical & Construction Materials
Engineering, Testing, & Inspection
Environmental Services
Offices throughout the state of Florida
www.nuttingengineers.com info@nuttingengineers.com
S�bject: Report of Augercast Pile Installation Monitoring
Proposed Residence and Pool
8020 South Ocean Drive
Jensen Beach, Florida
Dear Mr. Butler:
RECEIVED
MAY 032018
ST, woe county, Permitting
FILE COPY
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.
B�odax Foundations, Inc. installed a total of 54, 16-inch diameter augercast piles for the project. The piles
were installed from April 4, 2018 to April 5, 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 December 11, 2017.
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
■ THE REINFORCEMENT TYPES
■ AND GENERAL COMMENTS AS NEEDED
APPROVED
1
1310 Neptune Drive - Boynton Beach, Florida 33426 • (661) 736-4900 - Fax (561) 737-9975
Broward (954) 941-8700 • Port St. Lucie (772) 408-1050 • Miami Dade (305) 624-0060
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. 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 thirty 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.
I
A21 house and pool piles received steel reinforcement consisting of full length cage with 6, #6 reinforcing
bars with #3 ties spaced 3-inch on center in the top and bottom two feet of the cage andl 0-inches on center
the remaining length of the pile as stated in the structural documents. We also note that eight 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.
Nutting
a Engineers
ofFlodda Inc] Established 1967
YaurProjectls OurCommftment 2
i
I'
Our client for this geotechnical evaluation was:
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55t' Street
Fit. Lauderdale, Florida 33309
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.
Tine 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.
Respectfully Subi ,
T r ER F I c C.
C i E. Gar �e, P.E. #69947
Senio- eeteciinical"Engineer
Attaccl//ments: Pile Location Plan
Pile Installation Records
LTR BODAX PROP RES 8020 S-OCN DR JENSEN BCH ACP CEG
DNutting
Engineers
of Florida Inc Established 1967
YourProjectisOur Commitment 3
TBS DRAWING MANIN51RO TOF—ICCAA MT F-P-W OFCORIIS-bTNR •m ING.
POOLSPA PLAN FOR:
a LOT I6, DIAMOND SANDS
— EN BEACH, FL
oFCU1t71S-SRfQ.VR B1C
31IN WBOI£ORINPART WRBOVI28Ep3PRFS5 WRIiIII(pF]VySyloti
CIDRTdS - SiNCLMP, INC..'
=9 N. MMITARY TRAIL, SUITE 3
PALM BEACH GARDENS, FL 33418
PYLS61-630-8534 FAX561"U"557
Step6eD D1. SiDelair,P.E.
C.OA.NO. 5725
Florida Lfc—No.35631
PI P2 P3 P4 P5 PG
P33
P7
P35
P3 G
P1 I Fe
P20 P21 P22 P2a P24 P25
AUGER -CAST PILE LAYOUT
-5CALE: I/4' a 1'-0'
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED 'ConsWotlon Sdo,
DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUG"ll SHALL BE IN
COMPUMCE WITH ALL JURISDICTIONAL PERMITS, CONDIDONS AND CONTRACT DOCUMENTS.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
CONSTRUCTION SET
P40
it'00
P41
. ap
PILE/CAP/COLUMN DETAIL V 4t
SLAIE: NOT TO SCALE :9
0
W
PILING SCHEDULE
Q
b
0
;ti ra o
C
O u
n
uvaTALIATIOIJ NOTE: TOP OF PILE STEEL SHALL NOT EXCEED 3° (0.25 fee!) BELOW THE CAP ELEVATION "
S-2
DESIGNATION
TYPE
70P OP PILE
PILE DEPTH
PILE length , CAP eleohon
PI•PIS
I6'AUGER•CASi
5.50 navd
30.00'
7,17'
P7-P25
16' AUGER -CAST
__-24.50—d
6.00 navd 1
•2A.00 mvd
_
1
30_00'�
�
• 7.67'
P26-P3I _
16' AUGER -CAST
5.67 navd 1
-24.33 mvd
_
30.001
7.33'
P32-P33
_ _
16_AUGER-CAST
5.50 navd
•24.50 _d
'1---"
30_00
7_17'
734•P35
5.67 navd _ -2q,33 mvd
-
30.00'
7.33'
16' AUGER -CAST
P36•P37 _
16' AUGER•CAST
6.00 navd
I
-24.00 w.1
_
30_00'
7.67'_
P38•P42 _
16' AUGER -CAST
-
5.00 navd
_
-25.00 mvd
_ _
30_00
_
6_67'
P43-P46
16'AUGER-CAST
5.67 navd
•24.33 mvd
-
30.OG'
_
7.33'
Pool PdmO
DY OTHERS
--�--"
BODAX FOUNDATION
PROPOSED RESIDENCE
8020 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
(ft)
Pump
Strokes
Total
Volume of
Grout
pumped
ft3
Grout
Factor
Date
Installed
Remarks
1 1
38
16.0
30
41.9
48
50.4
1.20
04/04/18
2 1
39
16.0
30
41.9
60
63.0
1.50
04/04/18
3
50
16.0
26
36.3
54
56.7
1.56
04/04/18
Batter
4
47
16.0
26
36.3
45
47.3
1.30
04/04/18
Batter
5
49
16.0
26
36.3
76
79.8
2.20
04/04/18
:Batter
6
51
16.0
26
36.3
48
50.4
1.39
04/04/18
Batter
7
53
16.0
26
36.3
50
52.5
1.45
04/04/18
Batter
8
1 41
16.0
30
41.9
48
50.4
1.20
04/04/18
9
43
16.0
30
41.9
49
51.5
1.23
04/04/18
10
9
16.0
30
41.9
49
51.5
1.23
04/04/18
11
32
16.0
30
41.9
47
49.4
1.18
04/04/18
12,
3
16.0
30
41.9
48
50.4
1.20
04/04/18
13
4
16.0
30
41.9
48
50.4
1.20
04/04/18
14
31
16.0
30
41.9
47
49.4
1.18
04/04/18
15
5
16.0.
30
41.9
51.
53.6
1.28
04/04/18
16
30
16.0
30
41.9
49
51.5
1.23
04/04/18
17
48
16.0
26
36.3
52
54.6
1.50
04/04/18
Batter
18
52
16.0
26
36.3
43
45.2
1.24
04/04/18
Batter
19
54
16.0
26.
36.3
48
50.4
1.39
04/04/18
Batter
20
40
16.0
30
41.9
54
56.7
1.35
04/04/18
21
42
16.0
30
41.9
46
48.3
1.15
04/04/18
22
25
16.0
30
41.9
50
52.5
1.25
04/04/18
23
1 24
16.0
30
41.9
48
50.4
1.20
04/04/18
24
13
16.0
30
41.9
54
56.7
1.35
04/04/18
25
6
16.0
.30
41.9
46
48.3
1.15
04/04/18
26
46
16.0
30
41.9
49
51.5
1.23
04/04/18
27
45
16.0
30 1
41.9
48 1
50.4
1.20
04/04/18
28
44
16.0
30 1
41.9
51
53.6
1.28
04/04/18
29
35
16.0
30
41.9
49
51.5
1.23
04/05/18
30
11
16.0
30
41.9
48
50A
1.20
04/05/18
31
21
16.0
30
41.9
50
52.5
1.25
04/05/18
32
22
16.0
30
41.9
49
51.5
1.23
04/05/18
33
34
16.0
30
41.9
48
50.4
1.20
04/05/18
34
13
16.0
30
41.9
48
50.4
1.20 1
04/05/18
35
20
16.0
30
41.9
49
51.5
1,23
04/05/18
36
29
16:0
30
41.9
48
50.4
1.20
04/05/18
37
28
16.0
30
41.9
53
55.7
1.33
04/05/18
38
27
16.0
30
41.9
48
50.4
1.20
04/05/18
Nulling
E Enginee S
of Florida Inc.1 Established 1967 e f
I
BODAX FOUNDATION
PROPOSED RESIDENCE
8020 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
Volu3me
(ft)
Pump
Strokes
Total
Volume of
Grout
pumped
ft3
Grout
Factor
Date
Installed
Remarks
39
18
16.0
1 30
41.9
61
64.1
1.53
04/05/18
40
19
16.0
1 30
41.9
49
51.5
1.23
04/05/18
41
37
16.0
30
41.9
59
62.0
1.48
04/05/18
42
26
16.0
30
41.9
49
51.5
1.23
04/05/18
43
1
16.0
30
41.9
47
49.4
1.18
04/05/18
44
2
16.0
30
41.9
50
52.5
1.25
04/05/18
45
14
16.0
30
41.9
45
47.3
1.13
04/05/18.
46
16
16.0
30
41.9
51
53.6
.1.28
04/05/18
47
j 17
16.0
30
41.9
52
54.6
1.30
04/05/18
48
10
16.0
30
41.9
48
50.4
1.20.
04/05/18
49
15
16.0
30
41.9
50
52.5
1.25
04/05/18
50
12
16.0
30
41.9
48
50.4
1.20
04/05/18
51
36
16.0
30
41.9
48
50.4
1.20
04/05/18
52
33
16.0
30
41.9
53
55.7
1.33
04/05/18
53
8
16.0
30
41.9
47
49.4
1.18
04/05/18
54
11 7
16.0
30
41.9
56
58.8
1.40
04/05/18
Total linear
feet drilled
1588
Total Grout (yd) 105
PILE LOG FL BODAX PROPOSED RES 8020 S OCEAN DR JENSEN ACP
Minimum
depth drilled
26
Maximum
depth drilled
30
Nulling u
E Engineers
of Florida Inc.I Established 1967 K /
Nulling
Engineers
of Florida Inc. I Established 1967
YourProjectis OurCommitment
April 12, 2018
Mr. John Butler
Bodax Foundations, Inc.
101 NW 55t' Street
Ft. Lauderdale, Florida 33309
aeotechnical & Construction Materials
Engineering, Testing, & Inspection
Environmental Services
Offices throughout the state of Florida
www.nuttingengineers.com info@nuttingengineers.com
Subject: Report of Augercast Pile Installation Monitoring
Proposed Residence and Pool
8020 South Ocean Drive
jJensen Beach, Florida
Dear Mr. Butler:
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
p11es for support of the proposed construction.
Bodax Foundations, Inc. installed a total of 54, 16-inch diameter augercast piles for the project. The piles
were installed from April 4, 2018 to April 5, 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 December 11, 2017.
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
■ THE REINFORCEMENT TYPES
■ AND GENERAL COMMENTS AS NEEDED
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
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. 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 thirty 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
I
thers.
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 full length cage with 6, #6 reinforcing
bars with #3 ties spaced 3-inch on center in the top and bottom two feet of the cage andl0-inches on center
the remaining length of the pile as stated in the structural documents. We also note that eight 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.
I
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
pies that were presently installed were constructed in substantial compliance with the plans and
specifications.
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 rock or other encountered debris conditions. This condition is beyond
the control of the site inspector and undersigned engineer.
Nutting
E Engineers
ofFlodda Intl Established 1967
YourProjectls OurCamm1tment2
Our client for this geotechnical evaluation was:
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55t' Street
Ft. Lauderdale, Florida 33309
NE shall bear no liability for the implementation of recommended inspection and testing services as
.escribed 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 in this matter, please feel free to contact us.
Respectfully. Sub ,
NUT EIR F , I C.
0 - r E. �w ,ek P.E. #69947
S',eui0 eotechnical Engineer
Attachments: Pile Location Plan
Pile Installation Records
LTR BODAX PROP RES 8020 S-OCN DR JENSEN BCH ACP CEG
I ,Nutting
s Engineers
ofFlodda Inc Established 1967
Yourpmjectis ourcomMament 3
............
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-7)
POOIJS PLAN FOR: i
CURTIS - SINCLAIR, 24C.
p rivate Residence,
IVULTrARY TR&H, SUrrE
LOTH�DLAMONDSANDS
PALM BEACH GARDENS, FL 33419
PILS61-63"534 PAXS'1-630-SSS7
JENSEN BEACH, FL
C.O.A. NO. 572S
PI P2 P3 P4 P5 PG
P33
P7 r.
P35
P20 P2I P22 P23 P24 P25
AUGER -CAST PILE LAYOUT
5CALE: 1/4' m 1'-0`
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED -ConeU k. Se".
DATED, SIGNED AND SEALED BY THE ENGINEER ALL CONSTRUCTION SHALL BE IN
COM
PLIANCE WITH ALL JURISDICTIONAL PERMRS, 'ONDRIONS AND CONTRACT DOCUMENTS.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
e
P40
o I3
rAEeaeO To Po1Nr rl 0le
To r}a rxe As slmvm
BOTTOM
- -
Of PILE
CAGE
_
b0
P4 I EL: 5EE 5CHEDULE
PILE/CAP/COLUMN DETAIL
SLAIEi NOT TO SCALE
V
PILING SCHEDULE
�0p
Qa-1
m b
d O
b a q
O U T
O
A
INSTALLATION IJOTEI TOP OF PILE STEEL SHALL NOT EXCEED 3' (025I-t) BELOW THE CAP ELEVATION
S-2
DESIGNATION
TYPE
TOP OP PILE PILE DEPM PILE length , CAP deatmn
PI-P6
16'AUGER-CAST
5.50 navd 24.50 mvd 30.00'
P7-P25
16' AUGER -LAST
__
6.00 navd 1 -24.00 nrvd 30.00' 1 •7.67'
P26-P3I
16°AUGER-CAST
5.67 navd -24.33 mvd 30,00' 7.33'
P32•P33
_ _
_ 16' AUGER -CAST
5.50 wvd •2q.50 mvd 30.00'
t--"'-
7_I7'
P34-P35-
5.67 nav4 �•2q,33 nrvd 30.00'
7.33'
16•AUGER-CAST
P36-P37AUGER•CAST
_6.00 navd -24.00 nrvd _ 30.00'
S.DD navd -i-25.00 nrvd30_00'
7^67' _
6_f.7'
P38-P42_
16•AUGER-Gl5T
P43-P46
16'AUGER•CAST
5.67 navd •24.33 mvd 30.00'
pool'ppmg
BY OTHERS
--
---"""
CONSTRUCTION SET
BODAX FOUNDATION
PROPOSED RESIDENCE
8020 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
(ft)
Pump
Strokes
Total
Volume of
Grout
pumped
(ft)
Grout
Factor
Date
Installed
Remarks
1
38
16.0
30
41.9
48
50A
1.20
04/04/18
2
39
16.0
30
41.9
60
63.0
1.50
04/04/18
3
50
16.0
26
36.3
54
56.7
1.56
04/04/18
Batter
4
47
16.0
26
36.3
45
47.3
1.30
04/04/18
Batter
5
49
16.0
26
36.3
76
79.8
2.20
04/04/18
Batter
6
51
16.0
26
36.3
48
50.4
1.39
04/04/18
Batter
7
53
16.0
26
36.3
50
52.5
1.45
04/04/18
Batter
8
41
16.0
30
41.9
48
50.4
1.20
04/04/18
9
43
16.0
30
41.9
49
51.5
1.23
04/04/18
10
9
16.0
30
41.9
49
51.5
1.23
04/04/18
11
32
16.0
30
41.9
47
49.4
1.18
04/04/18
12
3
16.0
30
41.9
48
50.4
1.20
04/04/18
13
4
16.0
30
41.9
48
50.4
1.20
04/04/18
14
31
16.0
30
41.9
47
49.4
1.18
04/04/18
15
5
16.0
30
41.9
51
53.6
1.28
04/04/18
16
30
16.0
30
..41.9
49
51.5
1.23
04/04/18
17
48
16.0
26
36.3
52
54.6
1.50
04/04/18
Batter
18
52
16.0
26
36.3.
43
45.2
1.24
04/04/18
Batter.
19
54
16.0
26
36.3
48
50.4
1.39
04/04/18
Batter
20
40
16.0
30
41.9
54
56.7
1.35
04/04/18
21
42
16.0
30
41.9
46
48.3
1.15
04/04/18
22
25
16.0
30
41.9
50
52.5
1.25
04/04/18
23
24
16.0
30
41.9
48
50.4
1.20
04/04/18
24
13
16.0
30
41.9
54
56.7
1.35
04/04/18
25
6
16.0
30
41.9
46
48.3
1.15
04/04/18
26
46
16.0
30
41.9
49
51.5
1.23
04/04/18
27
45
16.0
30
41.9
48
50.4
1.20
04/04/18
28
44
16.0
30
41.9
51
53.6
1.28
04/04/18
29
35
16.0
30
41.9
49
51.5
1.23
04/05/18
30
11
16.0
30
41.9
48
50.4
1.20
04/05/18
31
21
16.0
30
41.9
50
52.5
1.25
04/05/18
32
22
16.0
30
41.9
49
51.5
1.23
04/05/18
33
34
16.0
30
41.9
48
50.4
1.20
04/05/18
34
13
16.0
30
41.9
48
50.4
1.20
04/05/18
35
20
16.0
30
41.9
49
51.5
1,23
04/05/18
36
29
16.0
30
41.9
48
50.4
1.20
04/05/18
37
28
16.0
30
41.9
53
55.7
1.33
04/05/18
38
27
16.0
30:
41.9 1
48
50.4 1
1.20
04/05/18
Hutting
E Engineers
of Florida Inc. I Established 1967
b
6 -_20L YI_
• BODAX FOUNDATION
PROPOSED RESIDENCE
8020 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
(ft) 3
Pump
Strokes
Total
Volume ofGrout
Grout
Pumped
Factor
Date
Installed
Remarks
39
18
16.0
30
41.9
61
64.1
1.53
04/05/18
40
19
16.0
30
41.9
49
51.5
1.23
04/05/18
41
37
16.0
30
41.9
59
62.0
1.48
04/05/18
42
26
16.0
30
41.9
49
51.5
1.23
04/05/18
43
1
16.0
30
41.9
47
49.4
1.18
04/05/18
44
2
16.0
30
41.9
50
52.5
1.25
04/05/18
45
14
16.0
30
41.9
45
47.3
1.13
04/05/18
46
16
16.0
30
41.9
51
53.6
1.28
04/05/18
47 I
17
16.0
30
41.9
52
54.6
1.30
04/05/18
48
10
16.0
30
41.9
48
50.4
1.20
04/05/18
49
1 15
16.0
30
41.9
50
52.5
1.25
04/05/18
50
12
16.0
30
41.9
48
50.4
1.20
04/05/18
51
36
16.0
30
41.9
48
50.4
1.20
04/05/18
52
33
16.0
30
41.9
53
55.7
1.33
04/05/18
53
8
16.0
30
41.9
47
49.4
1.18
04/05/18
54
7
16.0
30
41.9
56
58.8
1.40
04/05/18
Total linear feet drilled
1588
Total Grout (yd) 105
PILE LOG FL BODAX PROPOSED RES 8020 S OCEAN DR JENSEN ACP
Minimum depth drilled
26
Maximum depth drilled
30
Nutting
E Engineers
of Florida Inc.l Established 1967
u os