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HomeMy WebLinkAboutREPORT PILE INSTALLATION MONITORINGMiming
� � Jl,. Igoe D 3 L/ Geotechnical &Construction Materials
�,� _ngineering, Testing, &Inspection
Environmental Services
Engineers 1,AWD
� Offices throughout the state of Florida
of Florida Inca Established 1967 www.nuttingengineers.com info@nuttingengineers.com
YourProjectis Our Commitment SCANNED i
August 31, 2018 S$ LucieC®unty RCCE11!'EY
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 55th Street
Ft. Lauderdale, Florida 33309
Subject: Report of Augercast Pile Installation
Proposed Residence and Pool
4570 South Ocean Drive
Jensen Beach, Florida
Dear Mr. Butler:
Nutting Engineers of Florida, Inc. (NE) has cor
proposed residence and pool at the subject site.
piles for support of the proposed construction.
SEP 16 ZO
observation of augercast piling operations for the
Foundations, Inc. installed cast -in -place augured
Bodax Foundations, Inc. installed a total of 75, 14-inch diameter augercast piles for the project. The piles
were installed from August 21, 2018 to August 27, 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 November 14, 2017.
The pile installation characteristics of each pile mp 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 gables 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
■ T_HE REINEOR.CEMENT-TYPES
■ 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 • (561) 736-4900 • Fax (561) 737-9975
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 tl enty-three feet below the existing ground surface of
approximately. The piles were designed for an allowable compressive capacity of 30 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 feet. Below this depth range�hard drilling was encountered to the final tip depth.
All house and pool piles received steel reinforce
bars with #3 ties spaced 10-inches on center and
as stated in the structural documents. We also i
on the pile location plan.
Upon completion of this inspection process, and rE
augercast piles installed for the residence attained thl
the pool attained the required compressive capacit`
were constructed in substantial compliance with the
Drilling Condition Note: We note that due to very
the site, in order to develop acceptable piles, the pl
needed within many piles installed at the site. The
grout placed as best as possible; however, site con(
within those piles.
Upon completion of this inspection process, and i
augercast piles installed for the project attained the
piles that were presently installed were constn
specifications.
t consisting of fifteen foot cage with 5, #5 reinforcing
full length #7 reinforcing bar in the center of the cage
that six pool piles were battered 15-degrees as stated
of the recorded data, it is our opinion that the
required design compressive capacity of 30 tons and
of 15 tons. The piles that were presently installed
Mans and specifications.
nose sand soils throughout the subsurface profile at
cement of grout well beyond typical amounts were
ling company attempted to minimize the amount of
tions still resulted in excessive grout being needed
of the recorded data, it is our opinion that the
red design compressive capacity of 35 tons. The
in substantial compliance with the plans and
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
Nutting
E Engineers
o(Flodda Inc.I Established 1967
YoarProjectis Oar Commitment 2,
Our client for this geotechnical evaluation was:
Mr. John Butler
Bodax Foundations, Inc.
1101 NW 551h Street
Ft. Lauderdale, Florida 33309
NE shall bear no liability for the implementatic
described in this report if implemented by others.
or proper technique of such procedures if perforn
The Geotechnical Engineer warrants that the findir
advice contained herein, have been presented after
professional practice in the field of foundation engii
other warranties are implied or expressed.
We appreciate the opportunity to provide these sf
we can be of any further assistance in this matter,
Respectfull Su ed,
NUTTI NEI INC.
C o er P.E. #6994
Senior eotechnical Engineer
Attachments: Pile Location Plan
Pile Installation Records
LTR BODAX PROP RES 4570 S-OCN DR JENSEN BCH ACP CEG
Nutting
Engineers
of Florida Inc I Established 1967
Youfftjectis Our Commitment
of recommended inspection and testing services as
E has no ability to verify the completeness, accuracy
by others.
recommendations, specifications, or professional
ing prepared in accordance with general accepted
ring, soil mechanics and engineering geology. No
3
for you. If you should have any questions, or if
feel free to contact us.
1 2 3 4 5
6 7 I 8 9 10 11 12 13 1 14 J15 I 16 -
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TYPEENTIRE (3) 1 TOP
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PERIMETER (2) 5 MIDDLE
ALL TIMES DURlNGTHE RA MINE OF THE A116ER SO THAT THE HIGH-5TREN61M MORTAR HAS A
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PLAG6•@TT SHALL BE WED AT ALL TIMES RD NOT BE DEIMMHtf ON HE:THM THE HOLE 15
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PROVIDE.A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN �5115510N KTH=
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MORTAR °SHARD EE REFRAIN FROM EXPANSION BY A TOP PLATE,
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POOL CONTRACTOR TO VERIFY ALL
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POOL LAYOUT AND DMENSIONS TO BE
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CONSTRUCTION
POOL PILING PLAN
SCALE:1/4"=V-D"
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-�ODAX FOUNDATION
PROPOSED RESIDENCE
4570 SOUTH 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 of
Grout
Pumped
ft
Grout
Factor
Date
Installed
Remarks
39
27
14.0
23
24.6
35
34.3
1.40
08/23/18
Pool/Bat
40
26
14.0
23
24.6
33
32.3
1.32
08/23/18
Pool
41
25
14.0
23
24.6
36
35.3
1.43
08/23/18
42
35
14.0
23
24.6
40
39.2
1.59
08/23/18
43
38
14.0
23
24.6
40
39.2
1.59
08/23/18
44
39
14.0
23
24.6
36
35.3
1.43
1 08/23/18
45
36
14.0
23
24.6
36
35.3
1.43
1 08/23/18
46
28
14.0
23
24.6
38
37.2
1.51
08/23/18
47
29
14.0
23
24.6
38
37.2
1.51
08/23/18
48
66
14.0
23
24.6
44
43.1
1.75
08/23/18
49
47
14.0
23
24.6
36
35.3
1.43
08/23/18
50
46
14.0
23
24.6
44
43.1
1.75
08/23/18
51
75
14.0
23
24.6
44
43.1
1.75
1 08/23/18
52
74
14.0
23
24.6
36
35.3
1.43
1 08/23/18
53
31
14.0
23
24.6
38
37.2
1.51
08/23/18
54
44
14.0
23
24.6
38
37.2
1.51
08/23/18
55
60
14.0
23
24.6
38
37.2
1.51
08/23/18
56
58
14.0
23
24.6
40
39.2
1.59
08/23/18
57
57
14.0
23
24.6
35
34.3
1.40
08/23/18
58
51
14.0
23
24.6
38
37.2
1.51
08/23/18
59
37
14.0
23
24.6
37
36.3
1.47
08/23/18
60
23
14.0
23
24.6
35
34.3
1.40
08/23/18
61 1
13
14.0
1 23
1 24.6
-3-
-42-1-
-1.71---
--08/23/18
-62-
2
14.0
23
24.6
78
76.4
3.11
08/27/18
Redrill
63
52
14.0
23
24.6
43
42.1
1.71
08/27/18
64
56
14.0
23
24.6
47
46.1
1.87
08/27/18
65
32
14.0
23
24.6
44
43.1
1.75
08/27/18
66
53
14.0
23
24.6
43
42.1
1.71
08/27/18
67
40
14.0 1
23
24.6
68
66.6
2.71
08/27/18
68
30
14.0
23
24.6
47
46.1
1.87
08/27/18
69
43
14.0
23
24.6
35
34.3
1.40
08/27/18
70
1
14.0
23
24.6
40
39.2
1.59
08/27/18
71
45
14.0
23
24.6
38
37.2
1.51
08/27/18
72
22
14.0
23
24.6
37
36.3
1.47 1
08/27/18
73
21
14.0
23
24.6
40
39.2
1.59
08/27/18
74
42
14.0
23
24.6
43
42.1
1.71
1
08/27/18
75
41
14.0
23
24.6
47
46.1
1.87
08/27/18
Total linear feet drilled
1725 1
Total Grout (01
114
maximum aeptn arlllea .1 1�3
Hutting
11 E Engineers
of Florida Inc. I Established 1967
PILE LOG FL BODAX PROPOSED RES 4570 S OCEAN DR JENSEN ACP