HomeMy WebLinkAboutCaruso Pile Logs133 MATERIAL TESTING ENGINEERING
3111 E s s c n c e o f Per f e c Lion
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
August 9, 2021 Project No. 21-0410
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for the Caruso Residence House.
4805 Watersong Way Drive, Fort Pierce, 34949.
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above -referenced location on July 30, 2021.
The work involved the installation of twenty-six (26), 14" diameter cast in place piles installed. The
approximate grout volume used was 1374.45 c.f. (50.90) yards). Attached monitoring logs, as well
as the sketch showing the location of piles, are enclosed along with this letter.
We appreciate the opportunity to have been of service to your company. Please feel free to contact
us if there is any question or comments pertaining to this letter.
su'bmi
'Dariq of"rero,,,P?���e�
Ftorida RO.9;,#67�96�) .'
BIII'W'tefi*T-Ofing� ngineering, LLC.
Page 1 1 4
R3 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o f P o r f c c I ion
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
A JGERL D CAST PILE LOG
Page 214
B3 MATERIAL TESTING ENGINEERING
r
E3 III
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
133 PROJECT NO.
21-0410
DATE
30-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
5:45 PM
PROJECT
ADDRESS
Caruso Residence (House)
4805 Watersong Way, Ft.Pierce 34949
AUGERCAST PILES LOG
1
Columns No.
1
2
3
4
5
6
7
8
9
10
2
Pile No.
6
1
2
7
4
3
10
16
22
26
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
50
51
52
51
49
51
48
42
52
52
7
Volume per Pump Strokes (co
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
52.5
53.6
54.6
53.6
51.5
53.6
50.4
44.1
54.6
54.6
9
Volume Ratio (cf), (815)
1.89
1.93
1.96
1.93
1.85
1.93
1.81
1.59
1.96
1.96
10
Reinforcing Size
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
11
Reinforcing Length (ft)
26
26
26
26
26
26
26
26
26
26
12
Grout Truck Number
8002
8002
8002
8002
7008
7008
I I
7008
7008
-
LZI
8001
-
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
* House; 26 piles in total ; 6#6 with #3 ties @ 6" o.c. Full w/ hooks.
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except irrfGl�,N i $the riot Written approval for B3
Material Testing Engineering, L-C.
,;kr 4
133 MATERIAL TESTING ENGINEERING
{- . r t' ,,f !, , f , -. i I '�
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
E3 PROJECT NO.
21-0410
DATE
30-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
ITIME JOB FINISHED
5:45 PM
PROJECT
ADDRESS
Caruso Residence (House)
4805 Watersong Way, Ft.Pierce 34949
AUGERCAST PILES LOG
1
Columns No.
11
12
13
14
15
16
17
18
19
20
2
Pile No.
25
24
23
18
20
19
21
17
11
12
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
27.8
6
Number of pump strokes
52
52
52
51
51
52
52
49
51
48
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
54.6
54.6
54.6
53.6
53.6
54.6
54.6
51.5
53.6
50.4
9
Volume Ratio (cf), (815)
1.96
1.96
1.96
1.93
1.93
1.96
1.96
1.85
1.93
1.81
10
Reinforcing Size
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
6#6
11
Reinforcing Length (ft)
26
26
26
26
26
26
26
26
26
26
12
Grout Truck Number
8001 1
8001
8001
4009
4009
4009
4009
7001
7001
7001
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
* House; 26 piles in total ; 6#6 with #3 ties @ 6" o.c. Full w/ hooks.
Field Rep.
David C
especttully 5u=
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential propertyof clients; and dutl�bOatio i for, p
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced,<ezcept1a full vyithput 46
Material Testing Engineering, LLC. =,�f '<,p _; •, 1
.e3 Afr��
tion of statements,
written approval for 83
B3 MATERIAL TESTING ENGINEERING
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0410
DATE
30-Jul-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
5:45 PM
PROJECT
ADDRESS
Caruso Residence (House)
4805 Watersong Way, Ft.Pierce 34949
AUGERCAST PILES LOG
1
Columns No.
21
22
23
24
25
26
2
Pile No.
13
14
9
5
15
8
3
Augered 0 (inches)
14
14
14
14
14
14
4
Pile Length (feet)
26
26
26
26
26
26
5
Theoretical Pile Volume (cf)
27.8
27.8
27.8
27.8
27.8
27,8
6
Number of pump strokes
42
52
52
52
51
52
7
Volume per Pump Strokes (co
1.05
1.05
1.05
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
44.1
54.6
54.6
54.6
53.6
54.6
9
Volume Ratio (cf), (815)
1.59
1.96
1.96
1.96
1.93
1.96
10
Reinforcing Size
6#6
6#6
6#6
6#6
6#6
6#6
11
Reinforcing Length (ft)
26
26
26
26
26
26
12
Grout Truck Number
7001
7005
7005
7005
7005
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
* House; 26 piles in total ; 6#6 with #3 ties @ 6" o.c. Full w/ hooks.
Respectfully Submitted;
Field Rep.: David C la..h . 196
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publff '* on of staterflenZ's,' •.,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the prior Vjittp%afi rovl � r B3`
Material Testing Engineering, LLC. `"" "y _
B3 MATERIAL TESTING ENGINEERING
3111 E s s n c e c.> f P e r ( c. c I i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
SATE SKETCH
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