HomeMy WebLinkAbout4912 Wartesong Way Pile LogsB3 MATERIAL TESTING ENGINEERING
31ll E s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
October 26, 2021.
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private Residence S.F.H.
4912 Waterson Way Fort Pierce, 34949.
Dear Sir,
Project No. 21-0538
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above -referenced location on October 25th, 2021.
The work involved the installation of twenty-three (23) 16" diameter cast in place piles installed. The
approximate grout volume used was 899.85 c.f. (33.33) yards) and load capacity of 35 tons as per
Alterra Engineering report. Attached are the monitoring logs, as well as the sketch showing the
location of piles, enclosed with this letter.
We appreciate the opportunity to have been of service to your company. Please feel free to contact
us if there are any question and or concerns pertaining to this letter.
'yyY9YtlYilO./Y07
Respectfully su
Dario A. e ; oz `t
1 i
Florida Reg. #f7796.'a°i �`;
BIII Material Te'sjiri °F.-gineerira
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Page114
B3 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o -f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786,773-5871/5889 - Fax. 786.615-5801
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Page 214
E33 MATERIAL TESTING ENGINEERING
f r' ri
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.
21-0538
DATE
25-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
10:00 AM
TIME JOB FINISHED
2:45 PM
PROJECT
ADDRESS
Kabler Residence (House)
4912 Waterson Way Fortpierce, 34949
AUGERCAST PII FS I nc,
1
Columns No.
1
2
3
4
5
6
7
8
9
10
2
Pile No.
2
1
5
13
18
17
12
11
10
15
3
Augered 0 (inches)
16
16
16
16
16
16
16
16
16
16
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
37
35
37
42
39
39
31
42
35
32
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)
38.9
36.8
38.9
44.1
41.0
41.0
32.6
44.1
36.8
33.6
9
Volume Ratio (co, (815)
1.7
1.6
1.7
1.9
1.7
1.7
1.4
1.9
1.6
1.4
10
1 TOReinforci
Reinforcing Size
n g Size
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
8004
8004
8004
8004
8004
8004
8001 1.
8001
8001 1
8001
rump calibration date: Pump calibration strokes: 1.05 Id. per strokes)
* House; 23 piles in total ; 5#6 with #4 ties @ 16" o.c. For 15 ft cage, and 1#6 full.
Her Y'P,
Field Rep.
Fy MM
�J
r
D rio
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of t
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reprodu
Material Testing Engineering, LLC.
David Correal
specttully Submitted,
«3 W
i r
r r "r% , .E,<f
r #t�7796'tif',t
on at�rafgnpublication of statements,
�1:- X
ill„vyi Riot the prior written approval for 83
Diu
B3 MATERIAL TESTING ENGINEERING
t- c n C '.. C> f f" - r f c c t. i c) r-,
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.61S.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0538
DATE
25-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street: Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
10:00 AM
TIME JOB FINISHED
2:45 PM
PROJECT
ADDRESS
Kabler Residence (House)
4912 Waterson Way Fortpierce, 34949
AUGERCAST PILFS I nr,
1
Columns No,
11
12
13
14
15
16
11
18
1 19
20
2
Pile No.
14
16
3
19
21
20
23
22
9
7
3
Augered 0 (inches)
16
16
16
16
16
16
16
16
16
16
4
Pile Length (feet)
22
22
22
22
22
22
22
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
23.5
6
Number of pump strokes
32
32
26
37
37
42
35
41
35
41
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)
33.6
33.6
27.3
38.9
38.9
44.1
36.8
43.1
36.8
43.1
9
Volume Ratio (cf), (815)
1.4
1.4
1.2
1.7
1.7
1.9
1.6
1.8
1.6
1.8
10
Reinforcing Size
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
5#6
1#6
11
Reinforcing Length (ft)
22
22
22
22
22
22
22
22
22
22
12
Grout Truck Number
8001
8001
8001
8004
8004
8004
8004
8004
8004
8001
Nump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
* House; 23 piles in total ; 5#6 with #4 ties @ 16" o.c. For 15 ft cage, and 1#6 full
Field Rep
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential pror
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be
Material Testing Engineering, L-C.
Respectfully Submitted;
0
��t
David Correal Fla.
eg`:�#��=��(a
zpents,.any,dUtnonzptron for publication of statements,
ii�jUtl�withobt the prior written approval for B3
�'�,II dl A�1M1n65
B3 MATERIAL TESTING ENGINEERING
r= r� c . c� I P c• r 1 e c t i c� n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
63 PROJECT NO.
21-0538
DATE
25-Oct-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
10:00 AM
TIME 10B FINISHED
2:45 PM
PROJECT
ADDRESS
Kabler Residence (House)
4912 Waterson Way Fortpierce, 34949
AUGERCAST PILES LOG
1
Columns No.
21
22
23
2
Pile No.
6
4
8
3
Augered 0 (inches)
16
16
16
4
Pile Length (feet)
22
22
22
5
Theoretical Pile Volume (cf)
23.5
23.5
23,5
6
Number of pump strokes
43
45
42
7
Volume per Pump Strokes (cf)
1.05
1.05
1.05
8
Actual Grout Volume (cf), (6*7)
45.2
47.3
44.1
9
Volume Ratio (co, (815)
1.9
2.0
1.9
10
Reinforcing Size
516
1#6
5#6
146
5#6
146
11
Reinforcing Length (ft)
22
22
22
12
Grout Truck Number
8001
8001
8001
Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes)
* House; 23 piles in total ; 5#6 with #4 ties @ 16" o.c. For 15 ft cage, and 1#6 full.
Gd��Vkfl4GDcri
spectfully Su
Field Rep.: David Correal
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential prop
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be
Material Testing Engineering, LLC.
�: =_ (11311Uyt
rlba' HbrreFcq'l 4E.
Fla. Reg.,#t'6,� 96
gh
""PR3"�hYi" tln(Viastlpr for publication of statements,
�R�//�t� i
'cd}�(C►$Qeptrriull..eLithout the prior written approval for B3
B3 MATERIAL TESTING ENGINEERING
E s s e n c e o f P e r f e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
StT'r S;�', UArI
Page 314
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