HomeMy WebLinkAboutEngineering, Revised Pile Logs Report133 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o f P e r f e c. I i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
June 24, 2020
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private Residence
located at: 4824 Watersong Way, Ft. Pierce, FI. 34949
Dear Sir,
Project No. 20-0277
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC, conducted Auger Cast
Pile monitoring for the above -referenced location on June 17 & 18th 2020.
The work involved the installation of fifty-seven (57) 14" diameter cast in place pile, 57 piles installed
for the house. The approximately grout volume used was 2223.cf (82.33 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.
�euveryaao
Respectfully<✓�ubbilik,
Dario Herr
Florida Reg, #67796 .
BIIIMaterial rtestirl� Engineering, LLC.
✓�
n w ' V 4V
d'ddu06000.
Page 114
B3 MATERIAL TESTING ENGINEERING
1 n f t' r 1 '. , t i
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.
20-0277
DATE
17 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
4:00 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No.
1
2
3
4
5
6
7
8
F9
10
2
Pile No.
5
15
1
2
1
3
11
9
16
8
3
Augered O (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
27
27
27
27
27
27
27
27
27
27
5
Theoretical Pile Volume (cf)
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
6
Number of pump strokes
72
67
68
70
69
67
66
71
68
67
7
Volume per Pump Strokes (co
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6"7)
41.0
38.2
38.8
39.9
39.3
38.2
37.6
40.5
38.8
38.2
9
Volume Ratio (cf), (815)
1.4
1.3
1.3
1.4
1.4
1.3
1.3
1.4
1.3
1.3
10
Reinforcing Size
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
27
27
27
27
27
27
27
27
27
27
12
Grout Truck Number
69693
69693
69693
69693
69693
69693
64931
64931
64931
64931
Pump calibration date:
Remarks: ** Total of 57, for house.
Field Rep
Pump calibration strokes: 0.57 (cf. per strokes)
** Rebar of house piles was 4#5 w/ #3 ties @ 10" ox for 15ft, �cagq'�,:1#7 full.
_rt
Respectfully Submitted;
r'n(5'I
Tj
-, Dario Herrero P. E. •
E. Vanegas
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clienfsf 9'ndraut
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, exce6t'in
Material Testing Engineering, LLC.
publication of statements,
e prior written approval for B3
133 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.
20-0277
DATE
17 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
4:00 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No,
11
12
13
14
15
16
11
18
19
20
2
Pile No.
13
12
18
14
24
27
35
44
36
45
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
27
27
27
27
27
27
27
27
27
27
5
Theoretical Pile Volume (cf)
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
6
Number of pump strokes
70
69
66
73
68
67
70
68
65
64
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 (co, (6*7)
39.9
39.3
37.6
41.6
38.8
38.2
39.9
38.8
37.1
36.5
9
Volume Ratio (co, (815)
1.4
1.4
1.3
1.4
1.3
1.3
1.4
1.3
1.3
1.3
10
Reinforcing Size
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
27
27
27
27
27
27
27
27
27
27
12
Grout Truck Number
64931
64931
71792
71792
71792
71792
71792
71792
68393
68393
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: ** Total of 57, for house.
Field Rep
Rebar of house piles was 4#5 w/ 43 ties @ 10" o.c for 15ft cage & 1#7 full.
Respectfully Submitted;
nn
I2e�
o
Dare prrerbwPrE.
E. Vanegas 11
Fla. Reg.
#679;6
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clieitt5> 64a {horn,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced; egcept'n full
Material Testing Engineering, LLC. o e
rc publication of statements,
the prior written approval for 83
B3 MATERIAL TESTING ENGINEERING
E3
C� (I
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.
20-0277
DATE
17 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
4:00 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No.
21
22
23
24
1 25
26
27
28
1 29
30
2
Pile No.
17
23
6
26
28
7
29
49
51
53
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
27
27
27
27
27
27
27
27
27
27
5
Theoretical Pile Volume (co
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
6
Number of pump strokes
66
64
63
65
66
64
67
63
63
64
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 (cf), (6*7)
37.6
36.5
35,9
37.1
37.6
36.5
38.2
35.9
35.9
36.5
9
Volume Ratio (cf), (815)
1.3
1.3
1.2
1.3
1.3
1.3
1.3
1.2
1.2
1.3
10
Reinforcing Size
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
445
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
---r
27
27
27
27
27
27
27
27
27
27
12
Grout Truck, 7Number
68393
68393
68393
68393
71805
71792
71792
68393
68393
Pump calibration date:
Remarks: ** Total of 57, for house.
Field Rep.
Pump calibration strokes: 0.57 (cf. per strokes)
** Rebar of house piles was 4#5 w/ #3 ties @ 10" ox for 15ft cage & 1#7 full.
***truck 68393/71805 were ussed for pile #28.
i..
Y/',
Respectfully Submitted;�dti;
Dario err
I f
E. Vanegas ,Fla. Reg.' S 796 /
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients; and: uthori4'at{oh r, ubfic tGn o.Pstatements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, eXcept`i2eI l't� Qt�t,khe pro w.rftten approval for B3
Material Testing Engineering, LLC. , ; r n
'y ynS
�.q4A
133 MATERIAL TESTING ENGINEERING
r_ t> ,
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 7RC, C1 s sum
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO.
20-0277
DATE
17 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
9:30 AM
TIME JOB FINISHED
4:00 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No.
31
2
Pile No.
22
3
Augered O (inches)
14
4
Pile Length (feet)
27
5
Theoretical Pile Volume (cf)
28.8
6
Number of pump strokes
63
7
Volume per Pump Strokes (co
0.57
8
Actual Grout Volume (cf), (6*7)
35.9
9
Volume Ratio (cf),'(815)
1.2
10
Reinforcing Size
4#5
1#7
11
Reinforcing Length (ft)
27
12
Grout Truck Number
71805
Pump calibration date:
Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: ** Total of 57, for house.
** Rebar of house piles was 4#5 w/ #3 ties @ 10" ox for 15ft cage & 1#7 full.
Respectfully Submitted;
Field Rep.: E. Vanegas
k.0
to
r
D rio� errero, P.E. a
"Fla - 'Reg. #67796
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients;
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, e
Material Testing Engineering, LLC.
for publication
for 133
B3 MATERIAL TESTING ENGINEERING
f. _ 5 _ r l t_'
f c• t i c� rt
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. 20-0277
DATE 18-Jun-2
0
CLIENT Bodax Foundations
--------- WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309
TIME JOB STARTED 8:00 AM
CONTACT
Michael Assam. 954.771.7888 TIME JOB FINISHED
5:15 PM
PROJECT Private Residence
ADDRESS 4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1 Columns No. 32 33 34 5 36 37 38 39 40 41
2 Pile No. 50 57 47 48 41 40 42 37 43 38
3 Augered O (inches) 14 14 14 14 14 14
14 14 14 14
4 Pile Length (feet) 27 27 27 27 27 27 27
27 27 27
5 Theoretical Pile Volume (cf) 28.8 28.8 28.8 28.8 28.8 28.8 28.8 28.8 28.8 28.8
6 Number of pump strokes 68 65 66 64 66 67 79 76 79 78
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 (co, (6*7) 38.8 37.1 37.6 36.5 37.6 38.2 45.0 43.3 45.0 44.5
9 Volume Ratio (cf), (8/5) 1.3 1.3 1.3 1.3 1.3 1.3 1.6 1.5 1.6 1.5
10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 47#5 4#5 4#5 4#5 4#5
1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length (ft) 27 27 27 2727 27 27 27 27 27
12 Grout Truck Number 71830 71830 71830 71830 71830 71830 69745 69745 69745 69745
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: ** Total of 57, for house.
r\cudt yr house piles was 4415 w/ #3 ties @ 10" ox for 15,fV cage &:1#7 full.
Respectfully Submitted; " C)
.Dari NeirreroJ'P.E.; i
Field Rep.. E. Vanegas u ° =, k t
Fla: f eg. 4677,96'
•" � •• .yam .rT.�, �� � � /�l, h\ ,
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential propertyof dienfs; a''nd•auttioYii jtjor fof ph6lication of statements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in
Material Testing Engineering, LLC. fulliwifh'btSt'the prior written approval for 83
133 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
63 PROJECT NO.
20-0277
DATE
18 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
8:00 AM
TIME JOB FINISHED
5:15 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No.
42
43
44
45
46
47
48
49
50
51
2
Pile No,
34
33
30
25
39
32
10
31
19
21
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
27
27
27
27
27
27
27
27
27
27
5
Theoretical Pile Volume (cf)
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28.8
28,8
28.8
6
Number of pump strokes
78
69
71
68
68
69
70
72
69
68
7
Volume per Pump Strokes (co
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
44.5
39.3
40.5
38.8
38.8
39.3
39.9
41.0
39.3
38.8
9
Volume Ratio (cf), (815)
1.5
1.4
1.4
1.3
1.3
1.4
1.4
1.4
1.4
1.3
10
Reinforcing Size
4#5
1#7 1
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7 1
4#5
1#7
11 1
Reinforcing Length (ft)
27
27
27
27
27
27
27
27
27
27
12
Grout Truck Number
69745
67679
67679 1
67679
67679
67679
67679
64924
64924
64924
rump caLloration date:
Remarks: ** Total of 57, for house.
Pump calibration strokes: 0.57 (cf. per strokes)
** Rebar of house piles was 4#5 w/ #3 ties @ 10" ox for`1,5ft+ cgs'..& 1#7 full.
Respectfully Submitted; �� IJP" C'
r•
2
D�Iterrero, P.E'
Field Rep.. E. Vanegas Fla.
Reg.�tt 779'6'
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property bfpf�r;q) aga'autfi�riz on Yr,,dublication of statements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduc2d, eRce�GiAo'll'wtthout the prior written approval for B3
Material Testing Engineering, LLC. j
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.
20-0277
DATE
18 -Jun -20
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam. 954.771.7888
WEATHER
Sunny
TIME JOB STARTED
8:00 AM
TIME JOB FINISHED
5:15 PM
PROJECT
ADDRESS
Private Residence
4824 Watersong Way., Ft. Pierce, FI. 34949
AUGERCAST PILES LOG
1
Columns No.
52
53
54
55
56
57
2
Pile No.
20
55
52
56
46
54
3
Augered 0 (inches)
14
14
14
14
14
14
4
Pile Length (feet)
27
27
27
27
27
27
5
Theoretical Pile Volume (cf)
28.8
28.8
28.8
28.8
28.8
28.8
6
Number of pump strokes
67
69
68
72
70
71
7
Volume per Pump Strokes (cf)
0.57
0.57
0,57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6*7)
38.2
39.3
38.8
41.0
39.9
40.5
9
Volume Ratio (cf), (815)
1.3
1.4
1.3
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
4#5
1#7
11
Reinforcing Length (ft)
27
27
27
27
27
27
12
Grout Truck Number
64924
64924
64924
68393
68393
68393
Pump calibration date:
Remarks: ** Total of 57, for house.
Pump calibration strokes: 0.57 (cf. per strokes)
** Rebar of house piles was 4#5 w/ #3 ties @ 10" o.c for 15ft,ca9e.&;71#7 full.
Respectfully Submitted;
Field Rep.: E. Vanegas
-� �r
f,
D
Dario l4rrelrbl, P.E.
r . , Fla, lig. #6779.6,.;
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property 6f,c
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reprodu
Material Testing Engineering, LLC.
ts,,and auZHoriz6fl6n'for publication of statements,
eLpept in fulrwithQut-thg prior written approval for B3
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
SITES J``E�TC;Hi
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I y A CUSTOM HOME FOR:
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CONSULTING ENGINEERS �a /�.w C O R P O R n T I O N
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