HomeMy WebLinkAboutMATERIAL TESTING ENGINEERING 210 7- 0118 JOL
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
October 22, 2021. Project No. 21-0536
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private Residence S.F.H.
4836 Waterson Way Fort Pierce, 34949. (LOT40)
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above-referenced location on October 18tn 19tn and 201n,2021.
The work involved the installation of fifty-seven (57) 14" diameter cast in place piles installed. The
approximate grout volume used was 2287.95 c.f. (84.7388) yards), and the load capacity of 29 tons.
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 is any question or comments pertaining to this letter.
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133 MATERIAL TESTING ENGINEERINIn
E s s e n c e o f P e r f e c t i o
1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5971/5899-Fax.796.615-5801
October 22, 2021. Project No. 21-0536
Bodax Foundations, Inc.
1101 NW 55tt` Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private Residence S.F.H.
4836 Waterson Way'Fort Pierce, 34949. (LOT40)
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above-referenced location on October 18tn 19tn, and 20tn,2021.
The work involved the installation of fifty-seven (57) 14" diameter cast in place piles installed. The
approximate grout volume used was 2287.95 c.f. (84.7388) yards).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
i�
us if there.is any question or comments pertaining to this letter.
aoOB�tl¢• • f 0 OOpr!
Res u 1 submit 'K , ��,oy'rt,§ e
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Dario A. errero, P.E,n �-
Florida Reg. #67796 C'•'� �
BIII Material Testing En `1,444 A�fl.c
P a g e 1 4
B3 MATERIAL TESTING ENGINEERINIn
E s s e n c e o f P e r f e c t i o
1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5871/5889-Fax.796.615-5801
P a g e 2 4
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
133 PROJECT NO. DATE 18-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale,FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam ITIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 1 2 3 4 1 5 6 7 8 9 10
2 Pile No. 53 48 54 34 32 43 42 52 57 56
3 Augered 0(inches) 14 14 14 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 _ 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 45 46 45 44 41 35 32 33 36 42
7 Volume per Pump Strokes(cf) 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) 47.3 48.3 47.3 46.2 43.1 36.8 33.6 34.7 37.8 44.1
9 Volume Ratio(cf), (815) 1.6 1.6 1,6 1.5 1.4 1.2 1.1 1.2 1.3 1.5
10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#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) 28 28 28 28 28 28 28 28 28 28
12 Grout Truck Number 8005 8005 8005 8005 8005 8004 8004 8004 8004 8004
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
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Respectfully Submitted;
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Field Rep.: David Correa[ F f,so a. #67.7�6,a
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As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential pFoo fzy f Le`$, p;fro�i t n�fbr publication of statements,
conclusions or extracts from our reports is reserved.in accordance with ASTM E329 this report shall not b'e' t�,g ezrq�y �lt�ilwout the prior written approval for
B3 Material Testing Engineering,I.I.C. AAA°°°d�°4 a 6 a t t a t t�t
B3 MATERIAL TESTING ENGINEERING
1676 West 31 PL.,Hialeah FL,33012-Off.796.773.5971/99-Fax.796.615.5901
REPORT OF AUGERED CAST IN PLACE PILES
63 PROJECT NO. DATE 18-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam ITIME JOB FINISHED 6:00 PM
PROJECT Private Residence
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 11 12 13 14 15 16 17
2 Pile No. 55 51 50 33 23 22 13
3 Augered O(inches) 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 43 41 38 35 41 32 33
7 Volume per Pump Strokes(cf) 1.05 1.05 1.05 1.05 1.05 1.05 1.05
8 Actual Grout Volume(cf), (6"7) 45.2 43.1 39.9 36.8 43.1 33.6 ' 34.7
9 Volume Ratio(cf), (815) 1.5 1.4 1.3 1.2 1.4 1.1 1.2
10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 4#5
1#7 1 1#7 1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28 28 28 28
12 Grout Truck Number 8004 7014 7014 7014 7014 7014 7014
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
Respectfully Submitted;
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Field Rep.: David Correal #6Y 61
As a mutual protection to client,the public and ourselves,all reports are submitted as the confideqp1bKOert clients,and�aauthori br publication of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall''noTb��Pfte� gtan f�rlJ�v tt�but the prior written approval for
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63 MATERIAL TESTING ENGINEERING
[_ o ri C c CJ
1676 West 31 PL.,Hialeah FL,33012-Off.786.773.5871/89-Fax.796.615.5901
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO. DATE 19-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam iTIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 18 19 20 21 22 23 24 25 26 27
2 Pile No. 49 44 41 35 47 45 36 40 46 37
3 Augered 0(inches) 14 14 14 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 41 33 34 35 37 44 39 40 37 35
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) 43.1 34.7 35.7 36.8 38.9 46.2 41.0 42.0 38.9 36.8
9 Volume Ratio(cf), (815) 1.4 1.2 1.2 1.2 1.3 1.5 1.4 -1.4 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
1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28 28 28 28 28 28 28
12 Grout Truck Number 8004 8004 8004 8004 8004 8004 8003 8003 8003 8003
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ; 4#5 with #3 ties @ 10" o.c.,,Fpj•15 ft cage, and 1#7 full.
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Respectfully Submitted;s " • `4V
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Dari ye ro,P.E.
Field Rep.: David Correal If.ft-,t57796
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As a mutual protection to client,the public and ourselves,all reports are submitted as the confider tialgr6p lien mite•thorization for publication of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not bJe$AprpducT d,�ezcept in full without the prior written approval for
B3 Material Testing Engineering,LLC.
133 MATERIAL_ TESTING ENGINEERING
E3 I I I
f= 5 � e r� c o f F' r• t c c C i c� n
1676 West 31 PL.,Hialeah FL,33012-Off.785.773.5871/89-Fax.786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO. DATE 19-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam ITIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 28 29 30 31 32 33 34 35 36 37
2 Pile No. 39 3 2 7 5 6 1 11 8 9
3 Augered 0(inches) 14 14 14 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 36 31 33 35 35 38 36 37 36 35
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) 37.8 32.6 j 34.7 36.8 j 36.8 39.9 j 37.8 38.9 37.8 36.8
9 Volume Ratio(cf), (8/5) 1.3 1.1 1.2 1.2 1.2 1.3 1.3 1.3 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
1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1 1#7
11 Reinforcing Length(ft) 28 28 28 28 1 28 28 28 28 28 28
12 Grout Truck Number 8003 8003 7010 7010 7010 7010 7010 7010 8004 8004
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ;4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
yUrr•: .send
Respectfully Submitted; ',
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jj „d ri Hei•r&q.,R:E.
Field Rep.: David Correal �> ` "" 1'aWeg ##k.ij 6
As a mutual protection to client,the public and ourselves,all reports are submitted as the confideKWI pip eG •0''an1 -saut ! for publication of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall'1YQt odupery�d,eRc R�jhf �Nithout the prior written approval for
B3 Material Testing Engineering,U-C, t I'V�l�t�
'did 1d FL5��t�~
133 MATERIAL TESTING ENGINEERING
f P c r f e c t i o r'i
1676 West 31 PL.,Hialeah FL,33012-Off.796.773.5971/89-Fax.786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
133 PROJECT NO. DATE 19-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam TIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 38 39 40 41 42 43 44 45 46 47
2 Pile No. 4 12 14 21 24 10 17 15 20 30
3 Augered 0(inches) 14 14 14 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 35 36 38 70 36 38 35 36 35 38
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) 36.8 37.8 39.9 73.5 37.8 39.9 36.8 37.8 36.8 39.9
9 Volume Ratio(cf), (815) 1.2 1.3 1.3 2.5 1.3 1.3 1.2 1.3 1.2 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
1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28 28 28 28 28 28 28
12 Grout Truck Number 8004 8004 8004 7014 7014 7014 7014 7014 8001
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
A
Respectfully Submitted; s n
I ; " I`
Dario ;;psE.
Field Rep.. David Correal >;:. I`ae .#67796
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of ciren, �n�tl uthorieatior f1grp't`bK on of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproducedeek�QdtttG f411 wi if tl��PTior written approval for
83 Material Testing Engineering,L.L.C.
B3 MATERIAL TESTING ENGINEERING
c e o f P e r f c t i a n
1676 West 31 PL.,Hialeah FL,33012-Off.786.773.5871/99-Fax.796.615.5901
REPORT OF AUGERED CAST IN PLACE PILES
63 PROJECT NO. DATE 19-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:00 PM
CONTACT Michael Assam J TIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 48 49 50 51 52
2 Pile No. 31 16 18 19 29
3 Augered 0(inches) 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 36 35 38 31 39
7 Volume per Pump Strokes(cf) 1.05 1.05 1.05 1.05 1.05
8 Actual Grout Volume(cf), (6'7) 37.8 36.8 39.9 32.6 41.0
9 Volume Ratio(cf), (815) 1.3 1.2 1.3 1.1 1.4
10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5
1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28 28
12 Grout Truck Number 8001 8001 8001 8001 8001
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total ;4#5 with #3 ties @ 10" o.c. For 15 ft,Qage',"Jn`1##7 full.
Respectfully Submitted; `
h
Field Rep.: David Correal FIa:,,RS'> C- ,({`,,T
vt
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and au hbfiaation 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.
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133 MATERIAL TESTING ENGINEERING
1676 West 31 PL.,Hialeah FL,33012-Off.786.773.5971/99-Fax.786.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
B3 PROJECT NO. DATE 20-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM
CONTACT Michael Assam _ TIME JOB FINISHED 11:00 AM
PROJECT Private Residence LOT 40
ADDRESS 4836 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 53 54 55 56 57
2 Pile No. 25 28 26 27 38
3 Augered 0(inches) 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9
6 Number of pump strokes 41 42 44 40 45
7 Volume per Pump Strokes(cf) 1.05 1.05 1.05 1.05 1.05
8 Actual Grout Volume(cf), (6*7) 43.1 44.1 46.2 42.0 47.3
9 Volume Ratio(co, (815) 1.4 1.5 1.5 1.4 1.6
10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5
1#7 1#7 1#7 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28 28
12 Grout Truck Number 7010 7010 7010 1 7010 7010
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 57 piles in total; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
Respectfully Submitted; -0' ^- ^ •;. ,A�,
E% rero, f- _
Field Rep.: David Correal
4
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,g9d'61P.gridaion fo2p blicat bn of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,exceptin,fV ithoue0e;pribr written approval for
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133 Material Testing Engineering,LLC.
B3 MATERIAL TESTING ENGINEERINIG
3111 E s s e n c e o f P e r f e c t i o
1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5971/5989-Fax.786.615-5801
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�Q A-4 PILING PLAN �9 a
I I I 2 1 3 i a I 5 I o I 7 I g I g 1 10 I I I I 12 I 13 I 14
James D. Bushouse, PE
Consulting Engineers
October 29, 2021
Mario Arbucci
Coastal Construction and Design, Inc.
4800 Watersong Way
Fort Pierce, F1 34949
Re: Lot 40 Watersong, located at 4836 Watersong Way, Fort
Pierce, Fl . , Permit # 2107-0118
Dear Mario,
Per our conversation, the first floor concrete slabs on the
above project do not require a 95% compaction and tests on
the sub-grade. They are reinforced structural slabs
supported on a pile and grade beam foundation, which is not
depend on the soil for support. You will still need to
provide a vapor barrier and termite treatment under the
slab.
If you have any questions, please contact me at the below
address .
Sin ely,
James D. Bushouse, P.E.
Professional: Engineer #20311
State of Florida
3300 NE 10th Terrace #24, Pompano Beach, Florida 33064
Phone:(954) 956-2203 Fax: (954) 956-2204
P.O. Box 1237, Arcadia, Florida 34265
Phone: (863) 491-8242 Fax: (863) 491-8243
jim@jamesbushouseinc.com