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HomeMy WebLinkAboutENGINEERING PAPERWORKA
lO X v ^r
., od •D
5GANNE)
April 16, 2019 St. Lucie No
American Foundation, Inc.
10780NW 138th St. #D6
Hialeah Gardens, FL 330
RE: Pile Installation Certification
Proposed Residence
Lot #1
TN—zI it
Fort Pierce, FL
�4/085422
3931 SW 47 Ave. #104
Davie, Fl. 33314
Tel: 954-584-6115
E-mail: rcoletto@soilpmbe.net
Soilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles
installation for the above referenced project. Piling operation was conducted by American
Foundation corresponding to the date of April 16, 17, 18, 19, and 23, 2019 and installation
witnessed by a representative of this office. The purpose of this site inspections was to observe
and document pile installation operation only.
A total number of sixty four (64) piles were placed at locations staked in the field by the owner's
representative and to depths as indicated in the attached field inspection logs. Pile installation
data for each pile are presented in the attached field installation logs.
Following our observation of pile installation operation at the scheduled time, and our
knowledge of project documents we certify that the referenced piles were adequately installed
for achieving an allowable bearing capacity of 40 tons compression and 12 tons tension
respectively.
Sincerely,
& Testing, Inc.
No 37334
Enc. Pile installation logs
Location sketchFILE �{}j��yq®
x.4. tl
veering:s the essence ... � ' , .?, .. . . . . . . . . . . . . . . .
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PRO.iECT•- PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
`�QD7�-` Lagged By: AO 5000 psi Load Bearing (tons)
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: GO 4416, 4422 N Hwy AIA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Nates:
Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10".O.C. @ balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
GroutAm't
C.Y.
Pump
Strokes
Actual
GroutAmt.
C.Y.
Grout
Factor
Kips
comp tension
Date: April 16, 2019
Notes
1
1
2:20
1 30
1.50
50
2.05
1.36
80
24
Start 7:33 Arrived 7:30
2
2
2:00
30
1.50
50
2.05
1.36
80
24
ADONEL #4416 9 cy
3
3
1:59
30
1.50
51
2.09
1.39
80
24
4
4
2:32
30
1.50
50
2.05
1 1.36
80
24
Stop 6:20
5
5
1:48
30
1.50
48
1.96
1.31
80
24
Start 8:24 Arrived 8:18
6
6
2:12
30
1.50
50
2.05
1.36
80
24
ADONEL #4009 9 cy
7
7
2:23
30
1.50
49
2.00
1.34
80
24
8
8
2:00
30
1.50
48
1.96
1.31
80
24
9
9
2:00
30
1.50
' 59
2.41
1.61
80
24
Stop 9:25 Start 9:25
10
10
2:40
30
1.50
64
2.62
1.75
80
24
ADONEL #7004 Arrived 9:15
11
11
2:16
30
1.50
50
2.05
1.36
80
24
1 9 cy
12
12
1:45
30
1.50
53
2.17
1.45
80
24
15top 10:15 Start 10:15
13
13
1:47
30
1.50
50
2.05
1.36
80
24
ADONEL #7012 Arrived 10:00
14
14
2:33
30
1.50
50
2.05
1.36
80
24
9 cy
15
15
2:15
30
1.50
55
2.25
1.50
80
24
16
16
2:29
30
1.50
56
2.29
1.53
80
24
Stop 11:00 Start 11:00
17
17
2:18
30
1.50
51
2.09
1.39
80
24
ADONEL #7016 Arrived 10:37
18
18
2:22
30
1.50
1 51
2.09
1.39
80
24
Test taken 9 cy
19
19
2:16
30
1.50
52
2.13
1.42
80
24
20
20
1:53
30
1.50
52
2.13
1.42
1 80
24
Pag.: 1/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROJECT,. PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
PQOL� Logged By: AO 5000 psi Load Bearing (loos)
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: IffM 4416, 4422 N Hwy AIA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
KipsDate:
comp tension
April 16, 2019
Notes
1
21
2:07
1 30
1.50
53
2.17
1.45
80
24
Stop 11:28 Start 11:29
2
22
2:17
30
1.50
54
2.21
1.47
80
24
ADONEL #4009 Arrived 11:00
3
23
3:00
30
1.50
50
2.05
1.36
80
24
9 cy
4
1 24
2:16
30
1.50
52
2.13
1.42 1
g0
24
5
1 25
2:32
30
1.50
50
2.05
1.36
80
24 IStop
1:04 Start 1:04
6
26
2:42
30
1.50
52
2.13
1.42
80
24
ADONEL #8001 Arrived 12:29
7
27
2:26
30
1.50
50
2.05
1.36
80
24
9 cy
8
28
2:31
1 30
1.50
55
2.25
1.50
80
24
9
29
3:04
30
1.50
50
2.05
1.36
80
24
10
30
2:11
30
1.50
52
2.13
1.42
80
24
Stop 1:50 Start 1:50
11
31
1:59
30
1.50
50
2.05
1.36
80
24
ADONEL #7012 Arrived 1:00
12
1 32
1:56
30
1.50
50
2.05
1.36
80
24
1 Test taken 9 cy
13
33
2:23
30
1.50
48
1.96
1.31
80
24
14
34
2:13
30
1.50
56
2.29
1.53
80
24
Stop 2:25
15
35
2:00
1 30
1.50
52
2.13
1.42
80
24
Start 2:31 Arrived 1:40
16
36
1:56
30 -
1.50
60
2.45
1.64
80
24
ADONEL #7016 9 cy
17
37
2:07
30
1.50
60
2.45
1.64
80
24
18
38
2:19
30
1 1.50
53
2.17
1.45
80
24
19
39
2:49
30
1.50
54
2.21,
1.47
1 80
24
Stop 3:07 Start 3:07
20
40
2:13
30
1 1.50
52
1 2.13
1.42
1 80
1 2
IA60NEL #7004 Arrived 2:38
Pag.: 2/12
SOILPROBE ENGINEERING AND TESTING, INC.
16'1 Auger Cast Pile Log
PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
O'OL Logged By: AO 5000 psi Load Bearing (tons)
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 6=_r4416, 4422 N Hwy A1A Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am'
C.Y.
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Kips
P
comp tension
Date: April 16, 2019
Notes
1
41
2:14
1 30
1.50
52
2.13
1.42
80
24
9 cy
2
42
2:34
1 30
1.50
52
2.13
1.42
80
24
3
43
2:39
30
1.50
59
2.41
1.61
80
24
Stop 3:47 Start 3:47
4 1
44
2:39
30
1.50
50
2.05
1.36
80
24
ADONEL #4009 Arrived 3:15
5 1
45
2:05
30
1.50
58
2.37
1.58
80
24
9 cy
6
46
2:20
30
1.50
55
2.25 1
1.50
80
24
7
47
2:26
30
1.50
60
2.45
1.64
80
24
Stop 4:22 Start 4:22
8
48
2:13
30
1.50
53
2.17
1.45
80
24
ADONEL #8001 Arrived 4:04
9
49
2:15
30
1.50
50
2.05
1.36
80
24
9 cy
10
50
2:51
30
1.50
52
2.13
1.42
80
24
Stop 5:00
11
12
13
14
15
16
17
18
19
20
Pag.: 3/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROJECT: PROPOSED TWO-STORY RESIDENCE 8 Contractor: SION HOMES Grout Spec's
Load Bearing (tons)
POOF ILogged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 443 , 4416, 4422 N Hwy AIA Misc. Info:
12 tension
Engineers Sign and Seal:
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
GroutAm't
C.Y.
Pump
Strokes.
Actual
GroutAmt.
C.Y.
rout
Factor
Ki s
comp tension
Date: April 17, 2019
Notes
Notes
1
51
2:24
30
1.50
50
2.08
1.38
80
24
Start 7:30 Arrived 7:20
2
52
2:39
1 30
1.50
51
2.12
1.41
80
24
ADONEL #7016 9 cy
3
53
2:36
1 30
1.50
50
2.08
1.38
80
24
4
1 54
2:43
1 30
1.50
50
2.08
1.38
80
24
Stop 8:19
5
1 55
2:56
30
1.50
52
2.16
1.44
80
24
Start 8:24 Arrived 8:08
6
56
2:34
30
1.50
49
2.03
1.36
80
24
ADONEL #8001 Testtaken 9cy
7
57
3:14
30
1.50
48
1.99
1.33
80
24
8
58
3:10
30
1.50
51
2.12
1.41
80
24
9
59
2:55
30
1.50
50
2.08
1.38
80
24
Stop 9:13 Start 9:13
10
60
2:15
30
1.50
55
1 2.26
1.52
80
24
JADONEL #7010 Arrived 9:07
11
61
2:28
1 30
1.50
50._
1 2.08
1.38
80
24
1 9 cy
12
1 62
2:52
1 30
1.50
55
1 2.28
1.52
80
24
13
1 63
2:05
30
1.50
53
1 2.20
1.47
80
24
Stop 10:04 Start 10:04
14
1 64
2:41
30
1.50
49
1 2.03
1.36
80
24
ADONEL #4001 Arrived 9:57
15
65
2:27
30
1.50
50
1 2.08
1.38
80
24
9 cy
16
66
1:58
30
1.50
48
1 1.99
1.33
80
24
17
67
2:38
30
1.50
55
1 2.28
1.52
80
24
18
66
2:21
150
49
2.03
1.36
80
24
Stop 10:55 Start 10:55
19
69
E3O
E20
1.50
51
2.12
1.41
8o
24
ADONEL #7016 Arrived 10:35
70
2:12
30
1.50
52
1 2.16
1.44
80
24
9 cy
Pag.: 4/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
PROJECT: Load Bearing (tons)
"low Logged By: AO 5000 psi
SOILPROBE ENGINEERING & _ 40comp
TESTING, INC. ADDRESS: 410 4416, 4422 N HWy A1A Misc. Info:
12 tension
Engineers Sign and Seal:
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
GroutAm't
C.Y.
Pump
Strokes
Actual
GroutAmt.
C.Y.
Grout
Factor
Kips
comp tension
Date: April 17, 2019
Notes
1
71
305
30
1.50
50
2.08
1.38
80
24
2
72
2:42
1 30
1.50
47
1.95
1.30
80
24
Stop 11:35
3
73
2:20
1 30
1.50
50
2.08
1.38
80
24
Start 11:42 Arrived 11:22
4
74
3:35
30
1.50
50
2.08
1.36
80
24
ADONEL #8001 Test taken 9 cy
5
75
2:51
30
1.50
51
2.12
1.41
80
24
6
76
2:27
30
1.50
48
1.99
1.33
80
24
7
77
2:40
30
1.50
51
2.12
1.41
80
24
Stop 12:23 Start 12:23
8
78
2:45
30
1.50
52
2.16
1.44
80
24
ADONEL #7010 Arrived 12:00
9
79
2:42
30
1.50
53
2.20
1.47
80
24
9 cy
10
80
2:30
30
1.50
50
2.08
1.38
80
24
11
81
2:22
1 30
1.50
52
2.16
1.44
80
24
IStop 1:37 Start 1:37
12
82
1:59
1 30
1.50
51
2.12
1.41
80
24
ADONEL #7003 Arrived 1:26
13
83
2:45
1 30
1.50
52
2.16
1.44
1 80
24
1 9 cy
14
84
2:23
1 30
1.50
51
2.12
1.41
80
24
15
85
2:18
30
1.50
52
2.16
1.44
80
24
16
86
2:14
30
1.50
55
2.28
1.52
80
24
Stop 2:24 Start 2:24
17
18
87
88
2:37
3:02
30
30
1.50
1.50
53
50
2.20
2.08
1.47
1.38
80
80
24
24
JADONEL #4001 Arrived 1:41
9 cy
19
89
2:30
30
1.50
1 50
1 2.08
1.38
80
24
20
90
2:25
30
1.50
1 50
1 2.08
1.38
1 SO
24
IStop 2:55 Start 2:55
Pag.: 5/12
SOILPROBE ENGINEERING AND TESTING, INC.
1611 Auger Cast Pile Log
PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's'
Load Bearing (tons)
LITO% Logged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 4410 4416, 4422 N Hwy A1A Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
k"X Steel Specs: (6) #6 full length bats with #3 ties @4" o.c. at top of pile and @10" ox. at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Kips
camp tension
Date: April 17, 2019
Notes
1
91
2:53
30
1.50
56
2.32
1.55
80
24
ADONEL #8001 Arrived 2:20
2
92
2:27
j 30
1.50
52
2.16
1.44
80
24
9 cy
3
93
2:27
30
1.50
51
2.12
1.41
80
24
4
1 94
2:39
30
1.50
48
1.99
1.33
1 80
24
Stop 4:03 Start 4:03
5
95
2:21
30
1.50
50
2.08
1.38
80
24
ADONEL #7010 Arrived 3:10
6
96
2:38
30
1.50
50
2.08
1.38
80
24
9 cy
7
97
2:56
30
1.50
50
2.08
1.38
80
24
Stop 5:20
8
98
2:40
30
1.50
52
2.16
1.44
80
24
Start Arrived 5:18
9
99
1:52
30
1.50
47
1.95
1.30
80
24
ADONEL #4010 9 cy
10
100
2:11
30
1.50
53
2.20
1.47
80
24
11
1 101
2:37
30
1.50
50
2.08
1.38
1 80
24
IStop 6:00
12
13
14
16
16
17
18
19
20
Pag.: 6/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROJECT • PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's _
-� Load Bearing (tons)
POOL ILogged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 8440 416, 4422 N Hwy AIA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pump
Strokes
Actual
Grout Amt.
C.Y.
Grout
Factor
Ki s
P
comp tension
Date: April 18, 2019
Notes
1
102
3:00
30
1.50
50
2.01
1.34
80
24
Start 8:12 Arrived 7:43
2
103
2:34
j 30
1.50
50
2.01
1.34
80
24
ADONEL #7010 9 cy
3
104
2:55
30
1.50
55
2.21
1.47
80
24
4
1 105
3:19
30
1.50
1 50
2.01
1.34
80
24
Stop 6:50
5
106
3:50
30
1.50
50
2.01
1.34
80
24
Start 8:57 Arrived 8:42
6
107
2:14
30
1.50
50
2.01
1.34
80
24
ADONEL #70091 Testtaken 9cy
7
108
2:57
30
1.50
48
1.93
1.29
80
24
8
109
2:31
30
1.50
51
2.05
1.37
80
24
9
110
2:35
30
1.50
48
1.93
1.29
80
24
Stop 10:07 Start 10:07
10
ill
3:00
30
1.50
52
2.09
1.39
1 80
24
ADONEL #7014 Arrived 9:56
ll
112
3:00
30
1.50
1 48
1.93
1.29
80
24
1 9 cy
12
113
2:40
30
1.50
51
2.05
1.37
80
24
13
114
3:15
30
1.50
52
2.09
1.39
80
24
14
115
2:55
30
1.50
53
2.13
1.42
80
24
Stop 10:55 Start 10:55
15
116
2:25
30
1.50
52
2.09
1.39
80
24
ADONEL #7016Arrived 10:27
16
117
2:11
30
1.50
50
2.01
1.34
80
24
9 cy
17
118
2:40
30
1.50
51
2.05
1.37
80
24
18
119
2:05
30
1.50
52
2.09
1.39
80
24
IStop 11:49 Start 11:49
19
120
2:53
30
1.50
1 53
2.13
1.42
1 80
24
1ADONEL #7009 Arrived 11:45
ZO
121
2:23
30
1.50
1 54
2.17
1.45
1 80
24
1 9 cy
Pag.: 7/12
SOILPROBE ENGINEERING AND TESTING, INC.
1611 Auger Cast Pile Log
PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor. SION HOMES Grout Spec's
Load Bearing (tons)
Logged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 44� 4416, 4422 N Hwy AlA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
J
Field Notes:
Steel Specs: (6) #6 full length bars with 93 ties @4" o.c. at top of pile and @10" o.c.at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theories[
Grout Am't
C.Y.
Pm
lee
Actual
Grout Amt.
C.Y.
Grout
Factor
yips
Ps
comp tension
Date: April 18, 2019
Notes
1
122
2:33
30
1.50
53
2.13
1.42
80
24
2
123
2:41
30
1.50
49
1.97
1.31
80
24
Stop 1:17 Start 1:17
3
124
2:26
30
1.50
52
2.09
1.39
80
24
ADONEL #7014 Arrived 12:50
4
1 125
2:57
30
1.60
1 51
2.05
1.37
80
24
1 9 cy
5
126
3:09
30
1.50
50 -
2.01
1.34
80
24
6
127
3:28
30
1.50
50
2.01
1.34
80
24
7
128
3:00
30
1.50
53
2.13
1.42
80
24
Stop 2:15 Start 2:15
8
129
2:37
1 30
1.50
51
2.05
1.37
80
24
ADONEL #7010 Arrived 1:35
9
130
2:49
30
1.50
52
2.09
1.39
80
24
9 cy
10
131
2:48
30
1.50
52
2.09
1.39
80
24
11
132
2:49
30
1.50
53
2.13
1.42
80
24
Stop 3:14 Start 3:14
12
133
2:32
30
1.50
51
2.05
1.37
80
24
ADONEL #4005 Arrived 2:24
13
134
2:04
30
1.50
51
2.05
1.37
80
24
Test taken 9 cy
14
135
2:00
30
1'.50
54
2.17
1.45
80
24
15 1
J136
2:14
30
1.50
55
2.21
1.47
80
24
16
37
2:07
30
1.50
53
2.13
1.42
80
24
Stop 4:20 Start 4:20
171
38
2:23
30
1.50
50
2.01
1.34
80
24
ADONEL 970109 Arrived 2:52
18
139
2:00
30
1.50
52.
2.09
1.39
80
24
9 cy
19
140
2:33
30
1.50
54
2.17
1.45
80
24
Stop 5:30
20
Pag.: 8/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
PROJECT:� ---^ Load Bearing (tons)
°S5 ILogged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: f Al 4416, 4422 N Hwy AlA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
Steel Spec's: (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Pumrt op
Actual
Grout Amt.
C.Y.
Grout
Factor
Kips
p
comp tension
Date: April 19, 2019
Notes
1
141
2:57
30
1.50
48
2.16
1.44
80
24
Start 7:53 Arrived 7:34
2
142.
2:16
30
1.50
50
2.25
1.50
80
24
ADONEL #7016 Test taken 9 cy
3
t43
2:21
30
1.50
50
2.25
1.50
80
24
4
14'4
2:21
30
1 1.50
49
1 2.21
1.47
80
24
5
14
2:38
30
1.50
50
2.25
1.50
80
24
Stop 8:39 Start 8:39
6
146
3:00
30
1.50
50
2.25
1.50
80
24
ADONEL #8001 Arrived 8:02
7
147
2:17
30
1.50
51
2.30
1.53
80
24
9 cy
8 ,
14
2:27
30
1.50
48
2.16
1.44
80
24
9
149
2:22
30
1.50
55
2.48
1.65
80
24
Stop 9:35 Start 9:35
10
150
2:24
30
1.50
50
2.25
1.50
80
24
ADONEL #7014 Arrived 8:54
11
151
3:22
30
1.50
50
2.25
1 1.50
80
24
9 cy
12
152
2:30
30
1.50
53
2.39
1.59
80
24
13
153
2:36
30
1.50
48
2.16
1.44
80
24
Stop 10:39 Start 10:39
14
154
2:51
30
1.50
50
2.25
1.50
80
24
ADONEL #7004 Arrived 9:39
15
155
2:44
30
1.50
52
2.34
1.56
80
24
9 cy
16
156
2:14
30
1.50
51
2.30
1.53
80
24
17
157
2:32
1 30
1 1.50
53
2.39
1.59
80
24
Stop 11:32 Start 11:32
18
158
2:35
30
1.50
55
2.48
1.65
80
24
ADONEL #4009 Arrived 10:23
19
159
2:27
30
1.50
55
2.48
1.65
80
24
9 cy
20
1 160
1:59
1 30
1.50
50
2.25
1.50
80
24
Pag.: 9/12
SOILPROBE ENGINEERING AND TESTING, INC.
16" Auger Cast Pile Log
PROJECT: SEDTWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's
Load Bearing (tons)
OUL Logged By: AO 5000 psi
SE
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: Worm 4416, 4422 N Hwy AlA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
Steel Specs: (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
GroutAm't
C.Y.
Strokes
Actual
Grout Amt.
C.Y.
rout
Factor
Kips
P
camp tension
Date: April 19, 2019
Notes
1
161
2:50
30
1.50
52
2.34
1.56
80
24
Stop 12:22 Start 12:22
2
162 '"
2:15
j 30
1.50
55
2.48
1.65
80
24
ADONEL #7016' Arrived 11:42
3
9 cy
4
-
Stop 1:30
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Pag.: 10/12
SOILPROBE ENGINEERING AND TESTING, INC.
16t1 Auger Cast Pile Log
PROTECT: O OSED TWO-STORY RESIDENCE 8 Contractor: SION HOMES Grout Spec's
��pRR Load Bearing (tons)
TPOOL ILogged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 441 4416, 4422 N Hwy A1A Misc. Info:
12 tension
Engineers Sign and Seal:
CITY: Fort Pierce, FL
Field Notes:
steel Specs: Auger Cast Pile with (6) #6 full length bars with 03 ties @4" at top of pile and @10" at balance
Pile I.D.
Auger
Time
MIN.
Depth
(feet)
Theorical
Grout Am't
C.Y.
Stroke
Actual
Grout Amt.
C.Y.
Grout
Factor
Kips
ps
comp tension
Date: April 23, 2019
Notes
1
163
2:34
30
1.50
50
2.13
1.42
80
24
Start 9:50 Arrived 9:34
2
164
3:01
30
1.50
49
2.08
1.39
80
24
ADONEL #7007 Test taken 9 cy
3
165
2:35
30
1.50
55
2.34
1.56
80
24
4
166
2:22
30
1.50
50
1 2.13
1.42 1
g0
24 jStop
10:39
5
167
2:14
30
1.50
52
2.21
1.47 1
80
24 .
Start 10:40 Arrived 10:15
6
168
2:41
30
1.50
54
2.30
1.53
80
24
ADONEL #7016 9 cy
7
169
2:09
30
1.50
54
2.30
1.53
80
24
8
170
2:19
30
1.50
52
2.21
1.47
80
24
9
171
2:40
30
1.50
51
2.17
1.45
80
24
Stop 11:20 Start 11:20
10
172
2:44
30
1.50
1 50
2.13
1.42
80
1 24
ADONEL #4009 Arrived 10:49
11
173
2:58
30
1.50
1 52
2.21
1.47
80
24
9 cy
12
174
2:27
30
1.50
1 50
2.13
1.42
80
24
13
175
2:16
30
1.50
50
2.13
1.42
80
24
Stop 12:18 Start 12:18
14
176
2:25
30
1.50
54
2.30
1.53
8o
24
ADONEL #7015 Arrived 11:51
15
177
2:00
30
1.50
52
2.21
1.47
80
24
9 cy
16
178
3:33
30
1.50
54
2.30
1.53
80
24
17
179
2:22
30
1.50
52
2.21
1.47
80
24
Stop 1:12
18
180
2:17
30
1 1.50
50
2.13
1.42
80
. 24
Start 1:25 Arrived 12:40
19
181
2,29
30
1.50
53
2.25
1.50
80
24
JADONEL #8001 9 cy
20
182
2:26
30
1.50
1 55
2.34
1.56
80
24
Pag.: 11/12
SOILPROBE ENGINEERING AND TESTING, INC.
1611 Auger Cast Pile Log
PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's
PROJECT: Load Bearing (tons)
a.:.0ft ILogged By: AO 5000 psi
SOILPROBE ENGINEERING & 40 comp
TESTING, INC. ADDRESS: 44i10, 4416, 4422 N Hwy AlA Misc. Info:
Engineers Sign and Seal: 12 tension
CITY: Fort Pierce, FL
Field Notes:
steel spee's: Auger Cast Pile with (6) 46 full length bars with 93 ties @0 at top of pile and @10" at balance
Pile I.D.
Auger
Time
MIN,
Depth
(feet)
Theories]
Grout Am't
C.Y.
Pump
Strokes:
Actual
Grout Amt
C.Y.
Groat
Factor
Kips
comp tension
Date: April 23, 2019
Notes
1
183
2:10
30
1.50
55
2.34
1.56
80
24
Stop 1:57
2
184
2:34
30
1.50
56
2.38
1.59
80
24
Start 2:06 Arrived 1:00
3
185
2:28
30
1.50
55
2.34
1.56
80
24
ADONEL #7000 Test taken 9cy
4
186
2:50
30
1.50
56 1
2.38
1.59
go
24
5
187
2:44
30
1.50
55
2.34
1.56
80
- 24
Stop 2:41
6
188
2:25
30
1.50
48
2.04
1.36
80
24
Start 2:58 Arrived 2:36
7
189
2:05
30
1.50
54
2.30
1.53
80
24
ADONEL #7016 9 cy
6
190
2:22
30
1.50
55
2.34
1.56
80
24
Stop 3:30
9
10
11
12
13
14
15
16
17
18
19
20
Pag.: 12/12
.0
L r
42 �� —ww�
q � _ 1 D
34
..
i 3 1 mca euxlcaec
y 1 trtw �Y.4MlA
45=-- 47- �* i3837
s
136
33;
43.��
44 46 Pg �� 1■i
a
s
18 ; 32 . I
27 ) 26�
-- 7 W
23 25 `+I�'r 1
12 '' `--- r, y
A —
vW
13 ---- — — '29 36
F 20121 x 2� P26_ i
14 1
28
L--- 15 16 17 18 18 4 1 1
AUGER-GAST PILE LAYOUT
5: m'14' — "C
SOILPROBE ENGINEERING AND Pile Location Sketch
TESTING American Foundation Lot #1
3931 SW 4" Ave. #104 Vt4f 1`., W,y" ak1N
Davie, FL 33314 FoR Yle[ce, FL
Tel. (954) 584-6115