HomeMy WebLinkAboutAuger Cast Pile Log08-18-'05 12:28 FROM -AM V D TEST
A. NL ENGINEEPING AND TESTING, INC.
772-461-8880 T-801 P02/09 U-290
10
Pile Installation
5050 North AIA, St. Lucie County
Project No. D-01377
..... .........
A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase
of your project. If you have any questions regarding this report or need any further information,
please call us.
Respectfully submitted,
A. M- 0WFERING AND TESTLNG, INC.
David Alker v
Project Manager
RGA/DA
Attachments: Pile Monitoring Logs (6 Pages)
Pile Layout Drawing
Copies: Client - 2
,�� sly/ys
ebeeca Grant As H, P.E.
Senior Geotechnical Pngineer
Florida Registration No. 51863
ILfery WkUpp"DATAWdnan Invavlmem and Dev.InC1&&tdenae,50505North AIA, SLLVdebuladattan5ummary.dx
08-18-'05 12:28 FROM -AM v
D TEST
772-461-8880 T-801 P03/09 U-290
10
n
A. M. ENGINEERING AND TESTING, INC.
3405 INDUSTRIAL 33R° STREET, FORT PIERCE, FLORIDA 34946
(772)461-7508 Fax (772)461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and Development, Inc.
Grout:
5,000 psi
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor: JSI Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North Al A, St. Lucie County, Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 pm
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
8/l/05
10:37
1
24
30
32
92551128
22376
8
9:53
Y
10:43
2
30
Y
"
10:56
3
31
1
Y
"
11:02
4
31
Y
11:18
5
32
Y
"
11:21
1 6
33
92551475
17702
8/16
10:38
1 Y
11:31
7
32
Y
11:41
8
31
Y
"
11:49
9
32
"
Y
"
12:01
10
32
Y
"
12:15
11
30
92551964
8134
8/24
11:47
Y
12:32
12
31
°'
Y
"
12:38
13
31
Y
"
12:51
14
30
"
Y
12:58
1 15
32
Y
R — Redrill
Notes: Page: 1 of 6
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A. M. ENGINEERING AND TESTING, INC.
3405 INDUSTRIAL 33RD STREET, FORT PIERCE, FLORIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and Development, Inc.
Grout:
5,000 psi
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor: JSI Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North AIA, St. Lucie County, Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 pm
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
8/1/05
1:42
16
24
30
31
92552448
1986
8/32
1:05
Y
"
1:51
17
33
2
Y
1:56
18
32
Y
2:06
1 19
32
1 Y
2:15
20
34
Y
"
2:34
21
33
92552722
7702
8 / 40
1:48
Y
2:42
22
31
Y
2:50
23
32
Y
3:00
24
30
Y
3:09
25
32
Y
"
3:22
26
30
92552951
4489
8 / 48
2:43
Y
"
3:31
27
32
"
3:40
R 27
30
Y
3:50
28
31
Y
"
4:00
29
31
Y
R — Redrill
Notes: Page: 2 of 6
0
e
A. M. ENGINEERING AND TESTING, INC.
3405 INDUSTRIAL 33RD STREET, FORT PIERCE, FLORIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and Development, Inc.
Grout:
5,000 psi
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor: JSI Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North Al A, St. Lucie County, Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 pm
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
8/l/05
4:08
30
24
30
33
92553059
2173
8 / 56
3:07
Y
"
4:18
31
34
Y
4:28
32
40
Y
4:36
33
42
Y
"
4:48
34
34
Y
4:58
1 35
32
Y
R — Redrill
Notes: Page: 3 of 6
J
08-18-'05 12:28 FROM-AM#D TEST 772-461-8880 ap T-801 P01109 0-290
A. M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FORT PIMC4 FLORIDA 34946
(772) 461-7508 OFFICE - (772) 461.8880 nx
August 17, 200
I
Adnan Investment & Development, Inc. - "il V t
Attn: Mr. Adnan K. Al&ta BAR i s Z006
P.O. Box 517
Jensen Beach, Florida 34958 tB V,.. 11
Re: Auger -Cast Pile Installation for Proposed Residence G(J f
5050 North AIA, St. Lucie County, Florida
Project No. D-01377
Ladies and Gentlemen: P; /C Zis uA'
A. M. Engineering and Testing, Inc. is pleased to submit this report of our pile installation
monitoring for the referenced project: Representatives of A. M. Engineering was present on site
on August 1 and 2, 2005, to observe the installation of the cast -in -place auger piles.
Logs were kept of the pertinent information and are enclosed. The pile identification numbers
noted on the logs correspond to the numbers indicated on the enclosed pile layout plan The
number of "Required Strokes" was determined by measuring the pump strokes needed to fill a
container of known volume. The strokes necessary to fill the theoretical volume plus 10 percent
were then calculated to determine the required strokes for the individual piles. The pile lengths
noted on the logs are based on the depths below the existing grade at the time that the piles were
installed.
All of the monitored piles took grout equal to or in excess of their theoretical volume plus 10
percent.
Placement of the reinforcing steel for the piles was also monitored. The steel reinforcing was
constructed and placed in substantial compliance with the plans.
Concrete grout cubes were made for each 50 cubic yards of grout placed. A total of three sets of
cubes were molded. The results will be submitted under separate cover.
A. M. ENGINEERING AND TESTING, INC.
3495 IHDUSTRW. 33aa STRFET, FORT PwRcF, RMRIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan invesments and Development, Inc.
Grout:
5,000 psi
General Contractor. Client
Pile Diameter:
16 inches
Pile Contractor: JS1 Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North Al A, St. Lucie County,Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 m
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
811105
10:37
1
24
30
32
92551128
22376
8
9:53
Y
`<
10:43
2
<It30
<`
«
Y
"
10:56
3
It31
l
Y
«
11:02
4
31
•<
«
<
Y
<
11:19
5
<
It
32
«
«
<
Y
11:21
6
It33
92551475
17702
8/16
10:38
Y
1131
7
32
<
y
11:41
8
1
It31
«
«
Y
11:49
9
It
32
«
«
«
<
Y
"
12:01
10
`<
32
«
«
«
S,
"
12:15
11
30
92551964
8134
8124
11:47
Y
12:32
12
«
31
«
Y
"
12:38
13
«
«
31
y
"
12:51
14
30
Y
"
12:58
15
It32
Y
R — Redn71
Notes:
Page: 1 of 6
Is
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s
A. M. ENGINEERING AND TESTING, INC.
3405 INnusTRIAL 33`B STREET, FORT PIERCE, FLORIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and DeNTlopment, Inc.
Grout:
5,000 psi
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor•. JSI Foundations Inc.
Technician:
K. Jackson
Site: 5050 North A 1 A St. Lucie County, Florida
Time in:
9:00 am
A. M. Project No: ➢-01377
Time Out:
5,30 pm
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
hi?
8/1105
1.42
16
24
30
31
92552448
1986
8132
1:05
Y
"
1:51
17
33
11
,.
"
2
Y
1:56
18
32
<
"
11
Y
.`
2,06
19
«
32
Y
•`
2:15
20
«
3.4
..
Y
"
2:34
21
33
92552722
7702
8/40
1AS
Y
`
2,42
22
Ll31
Y
"
2:50
23
32
Y I
3:00
24
30
•'
Y
3:09
25
32
Y
3:22
26
('
"
30
92552951
4489
8 / 48
2A3
Y
3:31
27
32
3.40
R 27
.<
30
S,
"
3.50
28
31
Y
4:00
29
31
11
4
Y
R — Redrill
Notes:
Page: 2 of 6
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A. M. ENGINEERING AND TESTING, INC.
3405 INDUSTRIAL 33iD STREET, FdRT PIERCE, FLORIDA34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and Develo m inc.
Grout:
5,000
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor. JS1 Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North AIA, St. Lucie County, Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 pm
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
811105
4:08
30
24
30
33
92553059
2173
8156
3:07
Y
4:18
31
34
Y
4:28
32
40
<.
<.
«
Y
•`
4:36
33
42
Y
4:48
34
34
Y
4:58
35
32
••
`•
<
Y
R — Redrill
Notes:
Page: 3 of 6
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6
A. M. ENGINEERING AND TESTING, INC.
3405 IrWusymAL 33II0 sfREET, FORTMERcE, FLORIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan Invesments and Development, Inc.
Grout:
5,000 psi
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor. JSI Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North Al A, St. Lucie County; Florida
Time in:
9:00 atn
A. M. Project No: D-01377
Time Out:
4:00 pin
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
8/2/05
9:32
36
24
30
33
92555080
7702
8/8
8:55
3
Y
«
9:39
37
«
<.
33
«
«
Y
«
9:54
38
«
«
32
«
Y
"
10:03
39
33
Y
"
10.16
40
34
92555586
4489
8 / 16
9:59
Y
10:25
41
33
"
Y
«
10.32
42
«
«
33
«
«
«
Y
"
10:45
43
34
Y
"
10:53
44
33
Y
«
11:00
45
«
:
«
Y
"
11:18
46
31
92555862
7702
8 / 24
10-41
Y
"
11:32
47
34
Y
"
11:38
48
34
Y
"
11:47
49
33
Y
"
11:56
50
30
"
s
i
a
IX
6
6
R — Redrill
6
Notes: Page: 4 of 6
A. M. ENGINEERING AND TESTING, INC.
3405 INmsymAL 33HD STREET, FORT Pmm, FLORIDA 34946
(772) 461-7508 Fax (772) 461-8880
AUGER CAST PILE LOG
Client: Adnan lnvesnents and DevelopmentInc.
Grout:
5 000psi
General Contractor: Client
Pile Diameter.
16 inches
Pile Contractor. JSl Foundations Inc.
Technician:
K. Jackson
Site: 5050 North Al A, St. Lucie Caun ` Florida
Time in:
9:00 am
A. M. Project No: D-01377
Time Out:
5:30 out
Date
Time
Pile
No.
Pile
Depth
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
In?
8l2/05
12:25
51
24
30
34
92556363
4489
8132
11:56
Y
12;33
52
«
<
34
«
<
«
4
Y
"
12:39
53
"
"
34
••
«
Y
12.47
54
«
32
<.
<.
«
«
Y
"
12:56
55
34
"
"
Y
"
1:03
56
32
92556573
7702
8140
12:27
Y
1:11
57
«
33
<.
<.
«
Y
1:20
58
<
34
«
<.
Y
«
1:28
59
<
34
<.
«
«
<
Y
«
1:37
60
33
«
Y
"
1S2
61
34
92556930
8023
8149
1:28
Y
2.10
62
<
34
<.
«
,.
Y
«
2:18
63
"
34
�r
•<
226
64
"
32
<.
<
Y
2:34
65
34
«
«
.<
<
Y
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Notes:
Page: 5 of 6
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A. M. ENGINEERING ANI) TESTING, INC.
3405INDusTR)AL3380 sTREET, FORT PIERCE, FLORIDA34946
M2) 461-7508 Fax (772) 461-9880
AUGER CAST PILE LOG
Client: Adnan Investnents and Development, Inc.
Grout:
5,00 p8d
General Contractor: Client
Pile Diameter:
16 inches
Pile Contractor. 181 Foundations, Inc.
Technician:
K. Jackson
Site: 5050 North Al A St Lucie CoWty, Florida
Time in:
9.00 am
A. M. Project No: D-01377
Time Out:
4:00 pm
Date
Time
Pile
No.
He
Dqa
feet
Required
Pump
Strokes
Actual
Pump
Strokes
Ticket No.
Truck
No.
Cubic
Yards
Time
Batched
Set
No.
Steel
in?
8/2105
3.00
66
24
30
33
92557246
7702
8 / 56
2:30
Y
3:15
67
34
Y
3.28
68
34
•`
Y
3.35
69
32
Y
3:40
70
33
1
Y
R — Redrill
Notes_
Page: 6 of 6
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