HomeMy WebLinkAboutPile Report 1310 Neptune Drive
Boynton Beach,Florida 33426
Nulling . Toll Fr 6-4900
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Engineers
Fax:561-73 Broward 954-941-8-941-8700
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 18, 2017
Mr. Tom Butler
Bodax Foundations, Inc.
1101 NW 55th Street
E Ft. Lauderdale, Florida 33309
rZ
0
L
Subject: Report of Augercast Pile Installation Monitoring
w Simmermacher Residence
U1 7912 South Ocean Drive
0 Jensen Beach, Florida
U
N
U Dear Mr. Butler:
C: Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations
a, 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.
Ln
6 Bodax Foundations, Inc. installed a total of seventy-two (72), 14-inch diameter auger cast piles
E for the project. The piles were installed between August 29, 2017 and August 31, 2017. Please
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refer to the pile plan for the numbering. The pile size and depth recommendations were based
upon the "Report of Geotechnical Exploration" report prepared by GFA International dated
C December 15, 2016.
ro 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
C: information:
0
U ■ RECORD NUMBER IN CHRONOLOGICAL ORDER
N ■ 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
C
■ THE GROUT FACTOR
■ THE DATE OF INSTALLATION
■ THE REINFORCEMENT TYPES
■ AND GENERAL COMMENTS AS NEEDED
O F F I C E S F�F,�
Palm Beach
COFILE
-Dade Py
Miami nrlxrvExsnrzY T
S t . L u c i e
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 a depth of thirty 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 one full-length,
centered#7 reinforcing bar and a cage consisting of five, 15-feet long#5 reinforcing bars with#3
ties spaced 10-inches on center as stated in the structural documents. Piles for the proposed pool
received steel reinforcement consisting of one full-length, centered#7 reinforcing bar and a cage
consisting of five, 19-feet long #5 reinforcing bars with #3 ties spaced 10-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
conveyed in this report shall not be used or relied upon by other parties or for other projects
without the expressed written consent of NE.
Hutling
le Engineers
of Florida Inca Established 1967
2 ?ANNWERSARY T
1967-2017.
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, E. Steph rachek, P.E. #70784
Director of Engineering Senior Engineer
Attachments: Pile Location Plans
Pile Installation Data
LTR BODAX SIMMERMACHER RESIDENCE 7912 S OCEAN DR JENSEN ACP SJM
Nutting
a Engineers
of Florida Inc. Established 1967 I.
3 -10NMRSARYT
1967-2017 j
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• DODAX FOUNDATION
SliiI MERMACHER RESIDENCE
7912 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 ) fts
1 45 14.0 30 32.1 65 36.4 1.14 08/29/17
2 47 14.0 30 32.1 71 39.8 1.24 08/29/17
3 48 14.0 30 32.1 75 42.0 1.31 08/29/17
4 50 14.0 30 32.1 69 38.6 1.20 08/29/17
5' 49 14.0 30 32.1 78 43.7 1.36 1 08/29/17
6 46 14.0 30 32.1 74 41.4 1.29 08/29/17
7 44 14.0 30 32.1 76 42.6 1.33 08/29/17
8 43 14.0 30 32.1 87 48.7 1.52 08/29/17
9 36 14.0 30 1 32.1 79 44.2 1.38 08/29/17
10 34 14.0 30 1 32.1 73 40.9 1.27 08/29/17
11 68 14.0 30 32.1 70 39.2 1.22 08/29/17 Pool Pile
12 67 14.0 30 32.1 80 44.8 1.40 08/30/17 Pool Pile
13 33 14.0 30 32.1 73 40.9 1.27 08/29/17
14 3 14.0 30 32.1 66 37.0 1.15 08/29/17
15 4 14.0 30 32.1 68 38.1 1.19 08/29/17
16 17 14.0 30 32.1 69 38.6 1.20 08/29/17
17 2 14.0 30 32.1 63 35.3 1.10 08/29/17
18 54 14.0 30 32.1 70 39.2 1.22 08/29/17
19 61 14.0 30 32.1. 67 37.5 1.17 08/29/17
20 10 14.0 30 32.1 74 41.4 1.29 08/29/17
21 11 14.0 30 32.1 69 38.6 1.20 08/29/17
22 14 14.0 30 32.1 67 37.5 1.17 08/29/17
23 12 14.0 30 32.1 73 40.9 1.27 08/29/17
24 15 14.0 30 32.1 72 40.3 1.26 08/29/17
25 13 14.0 30 32.1 67 37.5 1.17 08/29/17
26 8 14.0 30 1 32.1 62 34.7 1.08 08/29/17
27 9 14.0 30 32.1 65 36.4 1.14 08/29/17
28 65 14.0 30 32.1 76 42.6 1.33 08/30/17 Pool Pile
29 72 14.0 30 32.1 93 52.1 1.62 08/30/17 Battered
30 66 14.0 30 32.1 81 45.4 1.41 08/30/17 Pool Pile
31 69 14.0 30 32.1 78 43.7 1.36 08/30/17 Battered
32 70 14.0 30 32.1 82 45.9 1.43 08/30/17 Pool Pile
33 71 14.0 30 32.1 84 47.0 1.47 08/30/17 Pool Pile
34 35 14.0 30 32.1 79 44.2 1.38 08/30/17 Pool Pile
35 51 14.0 30 32.1 88 49.3 1.54 08/30/17
36 52 14.0 30 32.1 76 42.6 1.33 08/30/17
37 41 14.0 30 32.1 74 41.4 1.29 08/30/17
38 39 14.0 30 32.1 80 44.8 1.40 08/30/17
Hutting
IDof Florida Inc Established 1967
jANNNERSARY I
1967-20.1 -
i BODAX FOUNDATION
SIMMERMACHER RESIDENCE
7912 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
No. Pile No. (in) Length Volume Strokes Grout Factor Installed Remarks
(ft) (ft3) Pumped
ft
39 5 14.0 30 32.1 75 42.0 1.31 08/30/17
40 6 14.0 30 32.1 78 43.7 1.36 08/30/17
41 32 14.0 30 32.1 73 40.9 1.27 08/30/17
42 1 31 14.0 30 32.1 68 38.1 1.19 08/30/17
43 29 14.0 30 32.1 72 40.3 1.26 08/30/17
44 37 14.0 30 32.1 76 42.6 1.33 08/30/17
45 40 14.0 30 32.1 80 44.8 1.40 08/30/17
46 53 14.0 30 32.1 73 40.9 1.27 08/30/17
47 55 14.0 1 30 32.1 67 37.5 1.17 08/30/17
48 38 14.0 30 32.1 74 41.4 1.29 08/30/17
li 49 42 14.0 30 32.1 75 42.0 1.31 08/30/17
50 30 14.0 30 32.1 82 45.9 1.43 08/30/17
51 7 14.0 30 32.1 66 37.0 1.15 08/30/17
52 1 14.0 30 32.1 65 36.4 1.14 08/30/17
53 18 14.0 30 32.1 71 39.8 1.24 08/30/17
54 64 14.0 30 32.1 67 37.5 1.17 08/30/17
55 63 14.0 30 32.1 74 41.4 1.29 08/30/17
56 21 14.0 30 32.1 68 38.1 1.19 08/30/17
57 56 14.0 30 32.1 74 41.4 1.29 08/31/17
58 27 14.0 30 32.1 81 45.4 1.41 08/31/17
59 19 14.0 30 32.1 67 37.5 1.17 08/31/17
60 23 14.0 30 32.1 70 39.2 1.22 08/31/17
61 16 14.0 30 32.1 80 44.8 1.40 08/31/17
62 26 14.0 30 32.1 74 41.4 1.29 08/31/17
63 20 14.0 30 32.1 71 39.8 1.24 08/31/17
64 24 14.0 30 32.1 66 37.0 1.15 08/31/17
65 22 14.0 30 32.1 72 40.3 1.26 08/31/17
66 25 14.0 30 32.1 65 36.4 1.14 08/31/17
67 28 14.0 30 32.1 66 37.0 1.15 08/31/17
68 62 14.0 30 32.1 89 49.8 1.55 08/31/17
69 58 14.0 30 32.1 74 41.4 1.29 08/31/17
70 57 14.0 30 32.1 78 43.7 1.36 08/31/17
71 60 14.0 30 32.1 80 44.8 1.40 08/31/17
72 59 14.0 30 32.1 75 42.0 1.31 08/31/17
Total linear feet drilled 2160 Total Grout(yd ) 110
Minimum depth drilled 30
Maximum depth drilled 30 PILE LOG FL BODAX SIMMERMACHER RES 7912 S OCEAN DR JENSEN ACP.xIs
Nulling
of Florida Inc. Established 1967
"NI19s7VERSA$Y T
-2917