HomeMy WebLinkAboutCOASTAL CONSTRUCTION- PILE LOG133 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
January 25, 2021 Project No. 21-0028
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for the Private Residence.
located at: 5000 Watersong Way, Fort Pierce, FL 34949
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above -referenced location on January 19, and 20, 2021.
The work involved the installation of Fifty -Seven (57) 14" diameter cast in place house piles with a
load capacity of 30 tons. The approximate grout volume used was 1,884.42 c.f. (69.80 yards). The
attached monitoring logs and the sketch showing pile's location 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.
Resp bmitted,
���� I.1=I 1702 i
Dario A. Herrero, P.E.
Florida Reg. #67796
BIII Material Testing Engineering, LLC.
Page114
B3 MATERIAL TESTING ENGINEERING
3111 E s s e n c e o f P e r f e c 1 i c) n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801
AU GERED CAST PILE LOG
Page214
ill 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 N0.
21-0028
DATE
19-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
10:OOAM
TIME JOB FINISHED
4:30PM
PROJECT
ADDRESS
Private Residence
5000 Watersong Way, Fort Pierce, FL 34949
Al IC;FRCAST PILES LOG
1
Columns No.
1
2
3
4
5
6
7
8
9
10
2
Pile No.
3
4
1
13
14
47
41
40
42
47
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
25
25
25
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
6
Number of pump strokes
53
55
54
57
56
58
55
57
55
58
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)
30.2
31.4
30.8
32.5
31.9
33.1
31.4
32.5
31.4
33,1
9
Volume Ratio (cf), (8/5)
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (ft)
25
24
25
25
25
25
25
25
25
23
12
Grout Truck Number
6000
6000
6000
1 6000
60001
6000
6000
4009
4009
4009
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"O.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
1I rq 2J2,
Dario A. Herrero,P.E
Field Rep.: A.C. Fla. Reg. #67796
Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
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 written approval for t13
Material Testing Engineering, L-C.
Bill
B3 MATERIAL TESTING ENGINEERING
F s s c o f P e r f e c It
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 N0.
21-0028
DATE
19-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
10:00AM
TIME JOB FINISHED
4:30PM
PROJECT
ADDRESS
Private Residence
150oo Watersong Way, Fort Pierce, FL 34949
AI KIFRCAST PILES LOG
1
Columns No.
11
12
13
14
15
16
17
18
19
20
2
Pile No.
16
15
26
31
2
46
48
49
32
43
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
25
25
25
25
25
Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
15TIneoretical
umber of pump strokes
56
57
60
62
55
62
57
63
60
62
olume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
0.57
ctual Grout Volume (cf), (6'7)
31.9
32.5
34.2
35.3
31.4
35.3
32.5
35.9
34.2
35.3
9
Volume Ratio (cf), (815)
1.2
1.2
1.3
1.3
1.2
1.3
1.2
1.3
1.3
1.3
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (ft)
24
25
25
25
25
25
25
25
25
25
12
Grout Truck Number
4009
4009
4009
4009
905
905
905
905
905
905
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
Dario A. Herrero,P.E
Field Rep.: A.C. Fla. Reg. #67796
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
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 written approval for 33
Material Testing Engineering, L-C.
III B3 MATERIAL TESTING ENGINEERING
E i f P e r f c C t i o r
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.
21-0028
DATE
19-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
10:00AM
TIME JOB FINISHED
4:30PM
PROJECT
ADDRESS
Private Residence
5000 Watersong Way, Fort Pierce, FL 34949
AUGERCAST PILES LOG
1
Columns No.
21
22
23
24
25
26 1
27
28
29 1
30
2
Pile No.
45
53
35
52
51
50
33
44
34
28
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
25
25
25
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
6
Number of pump strokes
58
60
58
59
61
57
59
58
60
58
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)
33.1
34.2
33.1
33.6
34.8
32.5
33.6
33.1
34.2
33.1
9
Volume Ratio (cf), (815)
1.2
1.3
1.2
1.3
1.3
1.2
1.3
1.2
1.3
1.2
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (it)
25
25
25
25
23
25
25
24
25
25
12
Grout Truck Number
905
7017
7017
7017
7017
7017
7017
7017
7014
7014
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
Dario A. Herrero,P.E
Field Rep.: A.C. Fla. Reg. #67796
Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization far publication of statements,
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 written approval for B3
Material Testing Engineering, LLC.
III B3 MATERIAL TESTING ENGINEERING
F s f P c— f 1 r
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.
21-0028
DATE
19-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
SO:OOAM
TIME JOB FINISHED
4:30PM
PROJECT
ADDRESS
Private Residence
5000 Watersong Way, Fort Pierce, FL 34949
AUGERCAST PILES LOG
1
Columns No.
31
32
33
34
35
2
Pile No.
17
18
7
6
5
3
Augered 0 (inches)
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
6
Number of pump strokes
59
60
57
58
61
7
Volume per Pump Strokes (cf)
0.57
0.57
0.57
0.57
0.57
8
Actual Grout Volume (cf), (6.7)
33.6
34.2
32.5
33.1
34.8
9
Volume Ratio (0, (815)
1.3
1.3
1.2
1.2
1.3
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (ft)
25
25
25
25
25
12
Grout Truck Number
7014
7014
7014
7014
7014
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
ziiZ, �
Dario A. Herr ro,P.E
Field Rep.: A.C. Fla. Reg. #67796
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
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 written approval for B3
Material Testing Engineering, U.C.
3III B3 MATERIAL TESTING ENGINEERING
E s o f P e r f e c, 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.
21-0028
DATE
20-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
8:OOAM
TIME JOB FINISHED
1:00PM
PROJECT
ADDRESS
Private Residence
5000 Watersong Way, Fort Pierce, FL 34949
AUGERCAST PILES LOG
1
Columns No.
36
37
38
39
40
F41T42
43
44
45
2
Pile No.
57
24
55
54
36 1
37
39
38
29
20
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
25
25 1
25
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
6
Number of pump strokes
60
56
59
54
1 55
60
57
59
62
60
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)
34.2
31.9
33.6
30.8
31.4
34.2
32.5
33.6
35.3
34.2
9
Volume Ratio (cf), (815)
1.3
1.2
1.3
1.2
1.2
1.3
1.2
1.3
1.3
1.3
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (ft)
25
25
25
24
25
25
25
25
25
25
12
Grout Truck Number
7011
7011
7011
7011
7011
7011
7011
7010
7010
7010
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
Dario . Herrero,P.E
I R #67796
Field Rep.: T.A. F a. eg.
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authoibation for publication of statements,
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 written approval for B3
Material Testing Engineering, I.I.C.
III B3 MATERIAL TESTING ENGINEERING
F - c e, o f P e r f
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.
21-0028
DATE
20-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
8:OOAM
TIME JOB FINISHED
1:OOPM
PROJECT
ADDRESS
Private Residence
5000 Watersong Way, Fort Pierce, FL 34949
AUGERCAST PILES LOG
1
Columns No.
46
47
48
49
50
51
52
53
54
55
2
Pile No.
8
30
19
9
56
25
21
22
23
12
3
Augered 0 (inches)
14
14
14
14
14
14
14
14
14
14
4
Pile Length (feet)
25
25
25
25
25
25
25
25
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
26.7
6
Number of pump strokes
59
61
56
55
64
63
66
64
65
67
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)
33.6
34.8
31.9
31.4
36.5
35.9
37.6
36.5
37.1
38.2
9
Volume Ratio (cf), (815)
1.3
1.3
1.2
1.2
1.4
1.3
1.4
1.4
1.4
1.4
10
Reinforcing Size
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
4#5
11
Reinforcing Length (ft)
25
25
25
24
25
25
25
25
25
25
12
Grout Truck Number
7010
7010
7010
7010
8001
8001
8001
8001
8001
8001
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
Z 2 02-j
Dario A. Herrero,P.E
Field Rep.: T.A. Fla. Reg. #67796'
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization forpublication of statements,
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 written approval for B3
Material Testing Engineering, LLC.
:::; III B3 MATERIAL TESTING ENGINEERING
E s s e r . r , r f � c 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.
21-0028
DATE
20-Jan-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Hassam 954-771-7888
WEATHER
Sunny
TIME JOB STARTED
8:OOAM
TIME JOB FINISHED
1:OOPM
PROJECT
ADDRESS
Private Residence
15000 Watersong Way, Fort Pierce, FL34949
AUGERCAST PILES LOG
1
Columns No.
56
57
2
Pile No.
11
10
3
Augered 0 (inches)
14
14
4
Pile Length (feet)
25
25
5
Theoretical Pile Volume (cf)
26.7
26.7
6
Number of pump strokes
62
64
7
Volume per Pump Strokes (cf)
0.57
0.57
8
Actual Grout Volume (cf), (6.7)
35.3
36.5
9
Volume Ratio (cf), (815)
1.3
1.4
10
Reinforcing Size
4#5
4#5
11
Reinforcing Length (ft)
25
25
12
Grout Truck Number
8000
8000
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
Remarks: House Piles- 4#5 with #3 ties @ 10"o.c. for 15 ft cage and 1#7 full.
Total number of house piles-57.
Respectfully Submitted;
Darlo A. HerreroAE
Field Rep.: T.A. Fla. Reg. #67796
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full without the priorwritten approval for B3
Material Testing Engineering, LLC.