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HomeMy WebLinkAboutAUGERCAST PILE INSTALLATION PAPERWORKrra• MIA- b'•e' n•.0•
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Nutting;
® p027
E Engineers
of Florida Inc. I Established 1967
YourProjectis our Commitment Ems:
April 14, 2017 MAY 12 2417
PERLn Mr. Rich Barnes Lucie T unty,
St. Lucie Goun:;•, FL
Bodax Foundations, Inc.
c 1101 NW 55" Street
Ft. Lauderdale, Florida 33309
0
Subject: Report of Augercast Pile Installation Monitoring
Proposed Residence and Pool
Lot 27, 8124 South Ocean Drive
° Jensen Beach, Florida
Y
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Dear Mr. Barnes:
1310 Neptune Drive
Boynton Beach, Florida 33426
561-736-4900
Toll Free: 877-NUTTING (688-8464)
Fax: 561-737-9975
Broward 954-941-8700
St. Lucie 772-408-1050
Miami -Dade 305-557-3083
www.nuttingengineers.com
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Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations
m for the proposed residence and pool at the subject site. Bodax Foundations, Inc. installed cast-in-
Nplace augured piles for support of the proposed construction.
v
o, Bodax Foundations, Inc. installed a total of 75, 16-inch diameter augercast piles for the project.
The piles were installed from April 5, 2017 to April 10, 2017. Please refer to the pile plan for
v the numbering provided to our office. The pile size and depth recommendations were based
o, upon our review of the Report of Geotechnical Exploration prepared by GFA International dated
September 22, 2014.
The pile installation characteristics of each pile are presented in the attached Pile Installation
(U 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
Y
2 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
m THE NUMBER OF PUMP STROKES FOR THE PILE
V
c: THE ACTUAL VOLUME OF GROUT FOR THE PILE
U THE GROUT FACTOR
o THE DATE OF INSTALLATION -
Q THE REINFORCEMENT TYPES 171) d Z7�--
I
OFFICES
Palm Beach
Miami -Dade
St. Lucie
/ 5 aj -oaz-?
r
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. 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-five to twenty-eight feet below the existing
ground surface of approximately. The piles were designed for an allowable compressive capacity
of 40 tons as required by the structural specifications and the recommendations made by our
office.
Generally, during the installation of the piles, easy drilling was observed from the ground level to
approximately twenty-three feet. Below this depth range hard drilling was encountered to the
final tip depth.
All house and pool piles received steel reinforcement consisting of full length cage with 6, #7
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 four 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 and pool attained the required design
compressive capacity of 30 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 project was:
Mr. Rich Barnes
Bodax Foundations, Inc.
1101 NW 5591 Street
Ft. Lauderdale, Florida 33309
Nutting
E Engineers
Fnti
2
n1.?WERS +xrT
V§691-2017
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.
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 ENGINEE]
Richard C. Wohlfarth, P.E.
Director of Engineering
OF FLORIDA, INC.
Attachments: Pile Location Plans
Pile Installation Data
LTR BODAX LOT 27-8124 S-OCN DR JENSEN BEACH ACP CEO
Nutting
E Engineers
of Florida Inch Established 1967
�I
I
3
Senior
•P.E.#69947
BODAX FOUNDATIONS `D
Proposed Residence and Pool
Lot 27, 8124 South Ocean Drive
Jensen Beach, Florida
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
Pile No.
(i Dia.
Pile
(in)
Length
(R)
Theoretic.
Pile
Volume
(f)
Pump
Strokes
Total
Volume of
Grout
Pumped
fta
Grout
Factor
Date
Installed
Remarks
1
59
16.0
28
39.1
50
52.5
1.34
04/05/17
2
61
16.0
28
39.1
55
57.8
1.48
04/05/17
3
63
16.0
28
1 39.1
46
1 48.3
1.24
04/05/17
4
68
16.0
28
39.1
48
50.4
1.29
04/05/17
5
66
16.0
28
39.1
48
50.4
1.29
04/05/17
6
47
16.0
28
39.1
46
48.3
1.24
04/05/17
7
43
16.0
28
39.1
46
48.3
1.24
04/05/17
8
56
16.0
26
39.1
51
53.6
1.37
04/05/17
9
53
16.0
28
39.1
46
48.3
1.24
04/05/17
10
51
16.0
28
39.1
58
60.9
1.56
04/05/17
11
50
16.0
28
39.1
52
54.6
1.40
04/05/17
12
49
16.0
28
39.1
58
60.9
1.56
04/05/17
13
1
16.0
28
39.1
50
52.5
1.34
04/05/17
14
4
16.0
28
39.1
66
69.3
1.77
04/05/17
15
5
16.0
28
39.1
76
79.8
2.04
04/05/17
16
21
16.0
28
39.1
47
49.4
1.26
04/05/17
17
7
16.0
28
39.1
47
49.4
1.26
04/05/17
18
9
16.0
28
39.1
47
49.4
1.26
04/05/17
19
17
16.0
281
39.1
50
52.5
1.34
04/05/17
20
18
16.0
28
39.1
45
41.3
1.21
04/05/17
21
34
16.0
28
39.1
45
47.3
1.21
04/06/17
22
46
16.0
28
39.1
46
48.3
1.24
04/06/17
23
64
16.0
28
39.1
45
47.3
1.21
04/06/17
24
67
16.0
28
39.1
49
51.5
1.32
04/06/17
25
62
16.0
24
33.5
50
52.5
1.57
04/06/17
26
60
16.0
25
34.9
47
49.4
1.41
04/06/17
27
57
16.0
25
34.9
49
51.5
1.47
04/06/17
28
65
16.0
28
39.1
48
50.4
1.29
04/06/17
29
58
16.0
28
39.1
49.
51.5
1.32
04/06/17
30
55
16.0
28
39.1
50
52.5
1.34
04/06/17
31
54
16.0
28
39.1
47
49.4
1.26
04/06/17
32
52
16.0
27
37.7
62
65.1
1.73
04/06/17
33
37
16.0
28
39.1
63
66.2
1.69
04/06/17
34
36
16.0
28
39.1
60
63.0
1.61
04/06/17
35
35
16.0
26
36.3
58
60.9
1.68
04/06/17
36
33
16.0
28
39.1
47
49.4
1.26
04/06/17
37
2
16.0
28
39.1
48
50.4
1.29
04/06/17
22
16.0
28
39.1
46
48.3
1.24
04I06117
6
16.0
28
39.1
47
49.4
1.26
04/06/17
W4138
8
16.0
28
39.1
45
47.3
1.21
04/06/17
23
16.0
28
39.1
49
51.6
1.32
04/06/17
Nutting
E Engineers
of Florida Inc.l Established 1967
11 nogt"'-14
u„A�NERSgRYT
t�, �
BODAX FOUNDATIONS 40
Proposed Residence and Pool
Lot 27, 8124 South Ocean Drive
Jensen Beach, Florida
PILE LOG DATA OF AUGERCAST PILE INSTALLATION
NUTTING ENGINEERS OF FLORIDA, INC.
Record
No.
pile No.
P11(I Dia,
(In)
Pile
Length
(ft)
Theoretic.
Pile
Volume
(ft)
Pump
Strokes
Total
Grout Volume of
Pumped
ft
Grout
Factor
Date
Installed
Remarks
42
24
16.0
26
36.3
50
52.5
1.45
04/06/17
43
20
16.0
27
37.7
49
51.5
1.36
04/06/17
44
10
16.0
28
39.1
47
49.4
1.26
04/06/17
45
19
16.0
28
39.1 z
48
50.4
1.29
04/06/17
46
11
16.0
29
40.5
49
51.5
1.27
04/06/17
47
48
16.0
28
39.1
48
50.4
1.29
04/06/17
48
32
16.0
29
40.5
48
50.4
1.24
04/06/17
49
40
16.0
28
39.1
50
52.5
1.34
04/07/17
50
3
16.0
28
39.1
49
51.5
1.32
04/07/17
51
70
16.0
25
34.9
50
52.5
1.50
04/07/17
Pool/Batter
52
71
16.0
25
34.9
50
52.5
1.50
04/07/17
Pool/Batter
53
73
16.0
25
34.9
49
51.5
1.47
04/07/17
Pool/Batter
54
74
16.0
25
34.9
47
49.4
1.41
04/07/17
Pool
55
75
16.0
25
34.9
46
48.3
1.38
04/07/17
Pool
56
1 16
1 16.0
1 22
1 30.7
1 70
1 73.5
2.39
04/07/17
57
45
16.0
28
39.1
70
73.5
1.88
04/10/17
58
44
16.0
25
34.9
52
54.6
1.56
04/10/17
59
42
16.0
25
34.9
49
51.5
1.47
04/10/17
60
41
16.0
26
36.3
88
92.4
2.55
04/10/17
61
39
16.0
26
36.3
46
48.3
1.33
04/10/17
62
38
16.0
2.6
36.3
46
48.3
1.33
04/10/17
63
25
16:0
28
39.1
49
51.5
1.32
04/10/17 ,
64
26
1 16.0
28
39.1
60
63.0
1.61
04/10/17
65
12
16.0
26
36.3
60
63.0
1.74
04/10/17
66
13
16.0
26
36.3
55
57.8
1.59
04/10/17
67
14
16.0
28
39.1
56
58.8
1.50
04/10/17
68
15
16.0
26
36.3
49
51.5
1.42
04/10/17
69
72
16.0
25
34.9
61
64.1
1.83
04/10/17
Pool/Batter
70
29
16.0
28
39.1
47
49.4
1.26
04/10/17
711
28
16.0
28
39.1
59
62.0
1.58
04/10/17
72
30
16.0
28
39.1
48
50.4
1.29
04/10/17
731
69
16.0
26
36.3
65
68.3
1.88
04/10/17
741
27
16.0
26
36.3
60
63.0
1.74
04/10/17
75
31
16.0
28
39.1
54
56.7
1.45
04/10/17
Total linear feet drilled
2040
Total Grout VoL. (yd')l 152
PILE LOG BOOAX LOT 25 8124 S-OCN OR JENSEN ACP CEG
Minimum depth drilled
25
Maximum depth drilled
28
Nutting
E Engineers
of Florida Inc i Established 1967
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