HomeMy WebLinkAboutCompaction Report133 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
June 6, 2021. Project No. 21-0276
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private residence, House.
4852 Waterson Way 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 June 1st-, and 2st 2021.
The work involved the installation of fifty-seven (57) 14" diameter cast in place piles installed. The
approximate grout volume used was 2211.03 c.f. (89.89) yards). Attached monitoring logs, as well
as the sketch showing. the location of piles, are enclosed along with this letter.
We appreciate the opportunity pportunity to have been of service to your company. Please feel free to cortact
us if there is any question or comments pertaining to this letter.
1311.1 Mat@ri 1, a tb§§ Oidineering, LLC.
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Pag2114
B3 MATERIAL TESTING ,ENGINEERING
E s s e n c e o f F� e r f e c r i o n.
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1676 West 31 PL., Hialeah FL, 33012 - Off, 786.773-5871/5889 - Fax. I 786.615-5801
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AJG,ERED C ;ST PALE LOG
f
Page 214
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B3 MATERIAL TESTING ENGIN-EERING
f_ s s e n c e o f 3? e. r f le c t i o .n
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.
2160276
DATE
1Jun-21
CLIENT
Bodax Foundations
WEATHER
Sunny
ADDRESS
1101,NW 55th Street. Fort Lauderdale; FL 33309 r
TIMEJOB STARTED
10:00 AM
CONTACT
Michael Assam
TIME JOB FINISHED
'06 PM
PROJECT
Private Residence
ADDRESS
4852 Waterson Way Fortpierce, 34949
AUGERCAST PILES LOG
1
Columns No.
31
32
33
34
35
2
Pile No.
42
37
33
41
36
3
Augered 0 (inches)
14
14,
14
14
14
4
Pile Length (feet)
30
30''
30
30
30
5
Theoretical Pile Volume (co
32.1
32.1
.32.1
K.1
32.1
6
Number of pump strokes
78
79
77
76
78
7
Volume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (co, (6*7)
44.5
45.0
43.9
4313
44.5
9
Volume Ratio (cf), (815)
1.4
1.4
1.4
1.4
1.4
10
Reinforcing Size
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5 1#7
11 1
Reinforcing Length (ft)
30
29
30
30
30,
12
Grout Truck Number
8004
8004
8004
8004
8004
ruliiN uanuiduun.uate: Pump calibration. strokes: 0.57 1 (cf. per strokes)
* H.ouse; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
.,n99P9BP79➢9a_
Respectfully Submitted; �o
a Fn,
Field Rep.: Edison Jaramillo. �'.eDaripFe16
r�
Fla. Re&.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property ofjelle 14, Rdc �BUtfforfiatron
conclusions or extracts from our reports is reserved: In accordance with ASTM E329 this report shaD not be reproduced;,eept n,fF�wdi
Material Testing Engineering, LLC. d
i, P. fTt
76• }
Jt,1ltcation of statements,
prior written app-oval for 133
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B3 'MATERIAL TESTING ENGINEERING
E .s s e n c e o f P e r IF
i o c
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.
21-0276
DATE
2-Jun-21
CLIENT
Bodax Foundations
WEATHER
Sunny
ADDRESS
1101 NW 55th Street. Fort Lauderdale, FL 33309
TIME JOB STARTED
9-:00 AM
CONTACT
Michael Assam
TIME JOB FINISHED
1:30 PM
PROJECT
Private Residence
.
ADDRESS
4852 Waterson Way Fortpierce, 34949
AUGERCAST PILES LOG
1
Columns No.
36
37
38
39
40
41-
42
43
44
45
2
Pile No.
50
49
52
54
57 I
10
15
19
24
23 .
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet) .
30
30
30
30
30
30
30
30
30
30
5
Theoretical Pile Volume (cf)
3.2.1
32.1
32.1
32.1
32.1 �
32.1
32.1
32.1
32.'
32.1
6
Number of pump strokes
65
67
66
65
67 i
... 66
68
66
67
65
7
Volume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (c% (6*7)
37.1
38.2
37.6
37.1
38.2 j
-. 37.6
38.8
37.6
38.2
37.1
9
Volume Ratio (cf), .(815)
1.2
1:2
1.2
1.2
1:2 i
1.2.
1.2
1.2
1.2
1.2.
10
Reinforcing Size
4#5
1#7
4#5
1#7
4#5
.1#7
4#5
1#7
4#5 1#7
I
4#5
1#7
4#5
1#7
4#5.
1#7
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
29
30
29
29
30
30
30
29
30
30
12
Grout Truck Number
8005
8005
8005
8005
8005
8005
7013
7013
7013
7013
Pump calibration date: Pump calibration strokes: 0.57
* House; 57 piles in total ; 445 with #3 ties @ 10" O.C. F
Field Rep.: Edison Jaramillo:
As a mutual protection to client, the public and ourselves, all reports are submitted as the confiden_ial property
conclusions or.extracts from our reports.is reserved. In accordance with ASTM E329 this report sha I not be reps
Material Testing Engineering, U.C.
(cf. per strokes)
r 15 ft cage, and 1#7 full.
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brio HerreroT.E. a U j p
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for 133
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B3 MATERIAL TESTING ENGINEERING
E s s e n c e o f P e r fi e c t i o n
1676 West 31.PL., Hialeah FL, 33012 - Off: 786.773.5871189 - Fax. 786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
63 PROJECT N0.
I
21-0276
DATE
--Jun-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
WEATHER
TIME JOB STARTED
TIME JOB FINISHED
Sunny
F:00 AM
1:30 PM
_
1101 NW 55th Street. Fort Lauderdale, FL 33305 1
_
Michael Assam
1
PROJECT
Private Residence
ADDRESS
4852 Waterson Way Fortpierce, 34949 j
AUGERCAST PILES LOG
1
Columns No.
46
47
48
49
50.
51
I
52
53
54
55
2
Pile No.
30
26
18
32
27
38
46,
47
51
11
3
Augered O (inches)
14
14
14
14
14
i 14
14
14.
14
14
4
Pile Length (feet)
30
30
30
30
30
30
30
30
30
30
5
Theoretical Pile Volume (cf)
32.1
32.1
32.1
32.1
.32.1 I
32.1
32.1
32.1
32.1
32.1
6
Number of pump strokes
68
69
68
67
69
66
67
66
65
66
7
Volume per Pump Strokes (cf)
0.57
0.57
0:57
0.57
0.57
0.57
0.57
0.57
0Y
0,57
8
Actual Grout Volume (cf), (6*7)
38.8
39.3
38.8
38.2
39.3
37.6
38.2
37.6
37.-
37.6
9
Volume Ratio (co, (815)
1.2
1,2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
10
1.1
Reinforcing Size
Reinforcing Length (ft)
4#5
1#7
30
4#5
1#7 1
29
4#5
1#7
30
4#5
1#7
30
4#5 -
29
4#5
1#7
29
4#5
1#7
30
4#5
1#7
30
4#1r-
1#7
30
4#5
1#7
30
12
Grout Truck Number
7013.
7013
7004
7004
7004.
7004
7004
7004
8003
8003
ump calibration date: Pump calibration strokes: 0.57 1 Icf. per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft ca lid 1#7 full.
P
Field Rep.: Edison Jaramillo.
Respectfully Subm
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`! • bario� errero,P.E,
&fi,7,7 C�~
e
r\
Asa 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 sha I not be
Material Testing Engineering,'LLC.
�buEation of statements,
prior written approval for B3
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B3 MATERIAL TESTING ENGINEERING.
E s e n c e o f P e r fi e c t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801
i
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
21-0276
DATE
2-Jun-21.
CLIENT
Bodax Foundations i.
WEATHER
Sunny
ADDRESS
1101 NW 55th Street. Fort Lauderdale, FL 33309
TIME JOB STARTED
8:00 AM
CONTACT
Michael Assam
TIME JOB FINISHED
=:30 PM
PROJECT
Private. Residence
ADDRESS
4852 Waterson Way Fortpierce, 34949 I
AU(;FRCAST PII.PC I Or.
1
lColumns No.
56
57
I.
2
1 Pile No,
53
56
i.
3
jAugered 0 (inches)
14
14
4
Pile Length (feet)
30
30
I
5
Theoretical Pile Volume (cf)
32.1
32.1
6
Number of pump strokes
65
67
7
Volume per Pump Strokes (cf)
0.57
0.57
I
I
8
Actual Grout Volume (co, (6`7)
37.1
38.2
9
Volume Ratio (co, (815)
1.2
1.2
`
10
Reinforcing Size
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
30
29
12
Grout Truck Number
8003
8003
rUlllp Udnurduon uaie: Pump calibration strokes: 0.57
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. F
(cf. per strokes)
r 15 ft cage, and 1#7 full.
eoel tPc'pB
Respectfully Submitted; .� 67
1.
P
C7i , e"l
Da'riH'�r
Field Rep.: Edison Jaramillo. �)`'
`. ;r. FJ2
As a mutual protection to client, the public and ourselves, all reports are.submitted as the confiden_ial property of cf n'%� zl-a�
conclusions or extracts from our. reports.is reserved. In accordance with ASTM E329 this report sha I not be repro duced°®scpe�dt°ih`{JII
Material Testing Engineering, LLC. t A L 1
�796�N
'ffttlblication of statements,
dttthe prior written approval for B3
B3 MATERIAL TESTING ,ENGINEERING
3111 E s s e n c e o f P e i r f e c -t i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5971/5889 - Fax. 786.615-5801
SITE S5KETCH1
Pag2314
B3 MATERIAL TESTING EN+GIN'EERING
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
0 6/01/21 a 5/20/21 Total Piles 57