HomeMy WebLinkAboutProject Information (3) �-1 1310 Neptune Drive
Q + -` Boynton Beach,Florida 33426
Nutting*
— 561-736-4900
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6 �O "5 f / Fax:561-737-9975
E Engineers Broward954-941-8700
St.Lucie 772-408-1050
of Florida Inc.I Established 1967 Miami-Dade 305-557-3083
Your Project is Our Commitment www.nuttingengineers.com
September 19, 2017 "(Revised October 5, 2017) RECEIVED
L
N Mr. Tom Butler OCT 06 2017
Bodax Foundations, Inc.
1101 NW 55`h Street PER'AI"NG
v �� Lt iie County. FL
Ft. Lauderdale,Florida 33309
0
> Subject: Report of Augercast Pile Installation Monitoring
Proposed Residence and Pool
V) 8016 South Ocean Drive
c
Jensen Beach, Florida
V
a)
Q Dear Mr. Butler:
C
° Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations
o, 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.
V)
~ Bodax Foundations, Inc. installed a total of eighty-six (86), 16-inch diameter auger cast piles for
the project. The piles were installed between August 22, 2017 and August 25, 2017. Please
refer to the pile plan for the numbering. The pile size and depth recommendations were based
E upon the "Report of Geotechnical Exploration" report prepared by GFA International dated May
LU
10, 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:
0
U ■ RECORD NUMBER IN CHRONOLOGICAL ORDER
■ THE PILE NUMBER(AS FOUND ON-ATTACHED PLANS)
o ■ 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
s ■ THE GROUT FACTOR
U
■ THE DATE OF INSTALLATION
° THE REINFORCEMENT TYPES
AND GENERAL COMMENTS AS NEEDED
O F F I C ES r! .
Palm Beach
Miami-Dade
1 f NIVERSAR
,967-2017-- .
St . Lucie ••_�� .r
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 between twenty-eight and thirty-two feet below the
existing ground surface. The piles were designed for an allowable compressive capacity of 30
tons as required by the structural specifications and the recommendations made in the referenced
report by GFA International.
Piles for the proposed residence received steel reinforcement consisting of full-length cage
consisting of six #7 reinforcing bars with #3 ties spaced 12-inches on center as stated in the
structural documents.
Upon completion of this inspection process, and review of the recorded data, it is our opinion
that the augercast piles installed for the proposed residence and pool attained the required design
compressive capacity of 30 tons. The piles were installed 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. This condition is beyond the control of the site inspector
and undersigned engineer.
Our client for this project was:
Mr. Tom Butler
Bodax Foundations, Inc.
1101 NW 55th Street
Ft. Lauderdale, Florida 33309
The contents of this report are for the exclusive use of the client, the client's design &
construction team and governmental authorities for this specific project exclusively. Information
relied upon b other parties or for other projects
conveyed in this report shall not be used or r �
Y p p Y p p
without the expressed written consent of NE.
Nutting 4{r<<
a Engineers
of Florida Inc. Established 1967 /
2 AN�N ERSoARY
We appreciate this opportunity to work with you on this project and look forward to completing
this and future projects with you. Should you have any questions or if we can be of any further
assistance, please contact us at your convenience.
Respectfully Submitted,
NUTTING ENGINEERS OF FLORIDA, INC.
Richard C. Wohlfarth, P.E. Ste e rachek,-P-.E. 970784
Director of Engineering Senior Engineer
Attachments: Pile Location Plans
Pile Installation Data
LTR BODAX PROPOSED RESIDENCE 8016 S OCEAN DR JENSEN ACP SJM
Nutting Pw
fi= Engineers
of Florida Inc.I Established 1967 �/ N
3 pNN1VERSARY T
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EXIST.PORCH
IN
EXIST.RESIDENCE
POOL PILING PLAN
SCALE:114"=1'•0"
;i
BODAX FOUNDATION
PROPOSED RESIDENCE
8016 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Theoretic. Total
Pile
Record Pile Dia. Pile Pump Volume of Grout Date
No. Pile No. (in) Length Volume Strokes Grout Factor Installed Remarks
(ft) (ft3) Pumped
ft
1 86 16.0 30 41.9 60 48.6 1.16 08/22/17 Battered
2 80 16.0 30 41.9 64 51.8 1.24 08/22/17
3 79 16.0 30 41.9 63 51.0 1.22 08/22/17 Battered
4 78 16.0 31 43.3 80 64.8 1.50 08/22/17
5 81 16.0 31 43.3 72 58.3 1.35 08/22/17
6 85 16.0 30 41.9 67 54.3 1.30 08/22/17 Re-Drill/Battered
7 65 16.0 31 43.3 72 58.3 1.35 08/22/17
8 82 16.0 32 44.7 74 59.9 1.34 08/22/17
9 72 16.0 32 44.7 88 71.3 1.60 08/22/17
10 71 16.0 33 46.1 75 60.8 1.32 08/22/17
11 67 16.0 31 43.3 62 50.2 1.16 08/22/17
12 83 16.0 31 43.3 44 35.6 0.82 08/22/17
13 70 16.0 32 44.7 61 49.4 1.11 08/22/17 Re-Drill
14 74 16.0 28 39.1 47 38.1 0.97 08/23/17
15 75 16.0 28 39.1 45 36.5 0.93 08/23/17
16 76 16.0 28 39.1 54 43.7 1.12 1 08/23/17
17 55 16.0 28 39.1 57 46.2 1.18 08/23/17
18 54 16.0 28 39.1 58 47.0 1.20 08/23/17
19 53 16.0 28 39.1 51 41.3 1.06 08/23/17
20 52 16.0 28 39.1 75 60.8 1.55 08/23/17
21 51 16.0 28 39.1 85 68.9 1.76 08/23/17
22 50 16.0 28 39.1 64 51.8 1.33 08/23/17
23 49 16.0 28 39.1 65 52.7 1.35 08/23/17
24 39 16.0 28 39.1 75 60.8 1.55 08/23/17
25 35 16.0 28 39.1 63 51.0 1.31 08/23/17
26 56 16.0 28 39.1 71 57.5 1.47 08/23/17
27 77 16.0 28 39.1 77 62.4 1.60 08/23/17 Battered
28 84 16.0 28 39.1 72 58.3 1.49 08/23/17 Battered
29 57 16.0 28 39.1 62 50.2 1.28 08/23/17
30 43 16.0 28 39.1 42 34.0 0.87 08/23/17
31 41 16.0 28 39.1 49 39.7 1.02 08/23/17
32 44 16.0 28 39.1 56 45.4 1.16 08/23/17
33 42 16.0 28 39.1 59 47.8 1.22 08/23/17
34 24 16.0 1 28 39.1 60 48.6 1.24 08/23/17
35 13 16.0 28 39.1 52 42.1 1.08 08/23/17
36 12 16.0 28 39.1 59 47.8 1.22 08/23/17
37 14 16.0 28 39.1 60 48.6 1.24 08/23/17
38 87 16.0 28 39.1 50 40.5 1.04 08/23/17
Nutting �sr
le Engineem
of Florida Inc.I Established 1967 `.
ANNIVERSARY T
i 1s67-2017
BODAX FOUNDATION •
PROPOSED RESIDENCE
8016 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Theoretic. Total
Pile
Record Pile Dia. Pile Pump Volume of Grout Date
Pile No. Length Grout Remarks
No. (in) (ft) Volume Strokes pumped Factor Installed
(ft ) ft3
39 16 16.0 28 39.1 52 42.1 1.08 08/23/17
40 15 16.0 28 39.1 55 44.6 1.14 08/23/17
41 66 16.0 28 39.1 62 50.2 1.28 08/23/17
42 11 16.0 28 39.1 49 39.7 1.02 08/24/17
43 9 16.0 28 39.1 42 34.0 0.87 08/24/17
44 7 16.0 28 39.1 66 53.5 1.37 08/24/17
45 10 16.0 28 39.1 79 64.0 1.64 08/24/17
46 7 16.0 28 39.1 77 42.4 1.08 08/24/17 Switched Pumps
47 68 16.0 28 39.1 81 44.6 1.14 08/24/17
48 40 16.0 28 39.1 78 42.9 1.10 08/24/17
49 64 16.0 28 39.1 84 46.2 1.18 08/24/17
50 62 16.0 28 39.1 99 54.5 1.39 08/24/17
51 18 16.0 28 39.1 82 45.1 1.15 08/24/17
52 61 16.0 28 39.1 72 39.6 1.01 08/24/17
53 60 16.0 28 39.1 81 44.6 1.14 08/24/17
54 59 16.0 28 39.1 95 52.3 1.34 08/24/17
55 58 16.0 28 39.1 85 46.8 1.20 08/24/17
56 29 16.0 28 39.1 81 44.6 1.14 08/24/17
57 00 16.0 28 39.1 86 47.3 1.21 08/24/17
58 48 16.0 28 39.1 86 47.3 1.21 08/24/17
59 47 16.0 28 39.1 81 44.6 1.14 08/24/17
60 45 16.0 28 39.1 76 41.8 1.07 08/24/17
61 37 16.0 28 39.1 81 44.6 1.14 08/24/17
62 53 16.0 28 39.1 83 45.7 1.17 08/24/17
63 31 16.0 28 39.1 83 45.7 1.17 08/24/17
64 27 16.0 28 39.1 81 44.6 1.14 08/24/17
65 02 16.0 28 39.1 92 50.6 1.29 08/24/17
66 25 16.0 28 39.1 80 44.0 1.13 08/24/17
67 03 16.0 28 39.1 84 46.2 1.18 08/24/17
68 04 16.0 28 39.1 96 52.8 1.35 08/24/17
69 59 16.0 28 39.1 90 49.5 1.27 08/24/17
70 63 16.0 28 39.1 94 51.7 1.32 08/24/17
71 08 16.0 28 39.1 93 51.2 1.31 08/24/17
72 19 16.0 28 39.1 97 53.4 1.36 08/25/17
73 21 16.0 28 39.1 84 46.2 1.18 08/25/17
74 30 16.0 28 1 39.1 80 44.0 1.13 08/25/17
75 46 16.0 28 39.1 82 45.1 1.15 08/25/17
76 38 16.0 28 39.1 97 53.4 1.36 08/25/17
77 34 16.0 28 39.1 1 102 1 56.1 1.43 08/25/17
Nutting
Engineers
R
of Florida Inc.I Established 1967 I :
}ANNIVERSARY!
/. 1967-2017
BODAX FOUNDATION
PROPOSED RESIDENCE
8016 S OCEAN DRIVE
JENSEN BEACH, FLORIDA
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Theoretic. Total
Record Pile Dia. Pile Pile Pump Volume ofGrout Date
Pile No. Length
No. (in) (ft) Volume Strokes Grout Pumped Factor Installed Remarks
W) ft3
78 32 16.0 28 39.1 87 47.9 1.22 08/25/17
79 28 16.0 28 39.1 86 47.3 1.21 08/25/17
80 01 16.0 28 39.1 83 45.7 1.17 08/25/17
81 26 16.0 28 39.1 84 46.2 1.18 08/25/17
82 22 16.0 28 39.1 70 38.5 0.98 1 08/25/17
83 20 16.0 28 39.1 76 41.8 1.07 08/25/17
84 05 16.0 28 39.1 84 46.2 1.18 08/25/17
85 06 16.0 28 39.1 78 42.9 1.10 08/25/17
86 23 16.0 28 39.1 76 41.8 1.07 08/25/17
Total linear feet drilled 2448 Total Grout(yd ) 154
Minimum depth drilled 28
Maximum depth drilled 33 PILE LOG FL BODAX PROPOSED RES 8016 S OCEAN DR JENSEN ACP.xIs
v\ Nutting f.:..
Ne Engineemfo
of Florida Inc I Established 1967
ON
E soARY i