HomeMy WebLinkAboutPILE LOGSJune 6, 2021.
MATERIAL TESTING ENGINEERING
1676 West 31 PL., Hialeah FL, 33012 Off. 786,773-5871/5889 - Fax. 786.615-5801
Project No. 2-' 27
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, Bill MATERIAL TESTING ENGINEERING, LLC. conducted Auger Gast
Pile monitoring for the above -referenced location on June 1st and 25t2021
The work involved the installation of fifty-seven (57) 14" diameter cast in place piles installed. The
approximate grout volume used was 221103 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 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.
; r
ti
s .
Respeoff witted,
Dario,: Herrero, P.E:
Florida R. 7796'
Bill Material"4e$ti.ng, ngineer ng, LLC.
g4 A,A
Page 114
B3 MATERIAL TESTING ENGINEERING
3111 E s s e n c c o ( P c r ( c, c l i o n
1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786,615-5801
AU�G�ER,ED "fj ST PILE LOG
Page 214
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.
21-0276
DATE
1-Jun-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
6:06 PM
PROJECT
ADDRESS
Private Residence
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 (cf)
32.1
32.1
32.1
32.1
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
43.3
44.5
9
Volume Ratio (co, (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
Reinforcing Length (ft)
30
29
30
30
30
12
Grout Truck Number
8004
8004
8004
8004
8004
Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
aQgFSYYYYPE6
Respectfully Submitted; or.
Dario- 6rrero,P.E.
Field Rep.: Edison Jaramillo. Fla. Regt40 r7796 `' ,
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients,' and'3uthorization for putilketion of statements,
conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced,,ezcept (n.`fb(l without th6 prior written approval for 83
Material Testing Engineering, LLC. P 4
133 MATERIAL TESTING ENGINEERING
I. t , 1 1 r, , 1 .,
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.
21-0276
DATE
2-Jun-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
8:00 AM
TIME JOB FINISHED
1:30 PM
PROJECT
ADDRESS
Private Residence
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
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 (co
32.1
32.1
32.1
32.1
32.1
32.1
32.1
32.1
32.1
32.1
6
Number of pump strokes
65
67
66
65
67
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 (co, (6*7)
37.1
38.2
37.6
37.1
38.2
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
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
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 (cf. per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
®@®yarnvui'rvr
Dario Herrero;P.IE
Field Rep.: Edison Jaramillo. 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 133
Material Testing Engineering, -LC.
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
133 PROJECT NO.
21-0276
DATE
2-Jun-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
8:00 AM
ITIME JOB FINISHED
1:30 PM
PROJECT
ADDRESS
Private Residence
4852 Waterson Way Fortpierce, 34949
AUGERCAST PILES LOG
1
Columns No.
46
47
48
49
50
51
52
53
54
55
2
Pile No.
30
26
18
32
27
38
46
47
51
11
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)
32.1
32.1
32.1
32.1
32.1
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
0.57
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
37.1
37.6
9
Volume Ratio (cf), (815)
1.2
1.2
1.2
1.2
1.2
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
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
4#5
1#7
11
Reinforcing Length (ft)
30
29
30
30
29
29
30
30
30
30
12
Grout Truck Number
7013
7013
7004
7004
7004
7004
7004
7004
8003
8003
Pump calibration date:
Pump calibration strokes: 0.57 (cf. per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft ca e� and 1#7 full.
B i1
17
i
a
Respectfully Submitted;
2-
Dario Herrero,P.E.
Field Rep.: Edison Jaramillo. Ala, Reg; 4.67.796
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, exceot:in full y ibQut theprior written approval for 83
Material Testing Engineering, LLC.
133 MATERIAL TESTING ENGINEERING
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.
21-0276
DATE
2-Jun-21
CLIENT
ADDRESS
CONTACT
Bodax Foundations
1101 NW 55th Street. Fort Lauderdale, FL 33309
Michael Assam
WEATHER
Sunny
TIME JOB STARTED
8:00 AM
TIME JOB FINISHED
1:30 PM
PROJECT
ADDRESS
Private Residence
4852 Waterson Way Fortpierce, 34949
AUGERCAST PILES LOG
1
Columns No.
56
57
2
Pile No.
53
56
3
Augered 0 (inches)
14
14
4
Pile Length (feet)
30
30
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
8
Actual Grout Volume (cf), (6*7)
37.1
38.2
9
Volume Ratio (cf), (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
Pump calibration date:
Pump calibration strokes: 0.57 (cf. per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
v�p�tF EFrp�.
Dario Herrero,P.E.
Field Rep.: Edison Jaramillo. Fla, Reg. #677.96
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, LLC. ° ` '
B3 MATERIAL TESTING ENGINEERING
E s c n c e e r ( 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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