HomeMy WebLinkAboutEngineering 133 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
October 22, 2021. Project No. 21-0535
Bodax Foundations, Inc.
1101 NW 55th Street
Ft Lauderdale, FL 33309
Re.: Auger Cast Pile monitoring for Private Residence S.F.H.
4840 Waterson Way Fort Pierce, 34949. (LOT41)
Dear Sir,
Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast
Pile monitoring for the above-referenced location on October 20th and 21 st 2021.
The work involved the installation of fifty-three (53) 14" diameter cast in place piles installed. The
approximate grout volume used was 2008.65 c.f. (74.394) 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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3111 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.796.615-5801
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B3 MATERIAL TESTING ENGINEERING
E3111 E. s e I c c (-3 f P c r f c 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. DATE 20-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 11:30 AM
CONTACT Michael Assam TIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 41
ADDRESS 4840 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 1 2 3 4 5 6 7 8 9 10
2 Pile No. 44 53 48 52 51 50 43 45 46 47
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 42 35 34 35 35 46 32 31 35
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) 43.1 44.1 36.8 35.7 36.8 36.8 48.3 33.6 32.6 36.8
9 Volume Ratio(cf),(815) 1.4 1.5 1.2 1.2 1.2 1.2 1.6 1.1 1.1 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 8000 8000 8000 8000 8000 8000 8003 8003 8003
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 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;
.bPr0� F,VY9-&i,I:L
Field Rep.: David Correa] lfia�. Re .#6779E ,
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clientsy'an tporizeEion fo'r p Ti�iti of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,exe@pt�� til 1 6Athhe ipF"written approval for 63
Material Testing Engineering,LLC. !Boa A t n t�t Q
B3 MATERIAL TESTING ENGINEERING
F_ s c ii c e o f P e' r f e C t i 0 n
1676 West 31 PL.,Hialeah FL,33012-off.786.773.5871/89-Fax.786.615.5901
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 11:30 AM
CONTACT Michael Assam TIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 41
ADDRESS 4840 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 11 12 13 14 15 16 17 18 19 20
2 Pile No. 49 39 38 40 41 36 42 31 30 1
3 Augered O(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 37 35 35 38 37 32 33 35 37 45
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) 38.9 36.8 36.8 39.9 38.9 33.6 34.7 36.8 38.9 47.3
9 Volume Ratio(cf),(815) 1.3 1.2 1.2 1.3 1.3 1.1 1.2 1.2 1.3 1.6
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 8003 8003 8003 8009 8009 8009 8009 8009 8009 7012
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 piles in total ; 4#5 with#3 ties @ 10" ox. For 15 ft cage, and 1#7 full.
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Respectfully Submitted; ti
D o Herrerti�-,P.E. ;
Field Rep.: David Correal - 1a. R 9
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clientskk d aut,,�orization for p blicat' 5 4jbtements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduce tl,e �pt`in fuQerrort�n approval for 83
Material Testing Engineering,LLC. ,e ul� i ` hwe
B3 MATERIAL TESTING ENGINEERING
E s s c: r-i c c o P c r t c c. t i o r-1
1676 West 31 PL.,Hialeah FL,33012-Off.786.773.5871/89-Fax.796.615.5801
REPORT OF AUGERED CAST IN PLACE PILES
133 PROJECT NO. DATE 20-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 11:30 AM
CONTACT Michael Assam _ TIME JOB FINISHED 6:00 PM
PROJECT Private Residence LOT 41
ADDRESS 4840 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 21 22 23 24
2 Pile No. 9 2 7 10
3 Augered 0(inches) 14 14 14 14
4 Pile Length (feet) 28 28 28 28
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9
6 Number of pump strokes 45 46 37 39
7 Volume per Pump Strokes(cf) 1.05 1.05 1.05 1.05
8 Actual Grout Volume(c% (6*7) 47.3 48.3 38.9 41.0
9 Volume Ratio(c% (815) 1.6 1.6 1.3 1.4
10 Reinforcing Size 4#5 4#5 4#5 4#5
1#7 1#7 1 1#7 1#7
11 Reinforcing Length(ft) 28 28 28 28
12 Grout Truck Number 7012 7012 7012 7012
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 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; pA rl
A
D �•Ierr��S�i��•�'yT �' �:
,a A
Field Rep.: David Correal F1{,+R #67796
Asa mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,ari'd.aE�t�;Qr'"tio)rffo"h,t9t(b`lieatig6isNtet'ements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,except tFvf�Vv it Y the pr1rr`"it`en approval for 83
Material Testing Engineering,I.I.C. d A A n 4 t•'+ r` t
i
B3 MATERIAL TESTING ENGINEERING
f: s ec n c e o f
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 21-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:30 PM
CONTACT Michael Assam TIME JOB FINISHED 6:30 PM
PROJECT Private Residence LOT 41
ADDRESS 4840 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 25 26 27 28 29 30 31 32 33 34
2 Pile No. 37 23 22 13 12 5 4 11 14 15
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 32 31 30 31 35 47 31 33 34
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) 36.8 33.6 32.6 31.5 32.6 36.8 49.4 32.6 34.7 35.7
9 Volume Ratio(cf), (815) 1.2 1.1 1.1 1.1 1.1 1.2 1.6 1.1 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
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 8000 8000 8000 8000 8000 8000 8002 8002 8002
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 piles in total ; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
.yIn0f-Q rl p p n,
Respectfully Submitted;
a R K zl%%s'i He i3� ��� -
Field Rep.. David Correal '�Fta,'Aeg #67796
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,4rd"a L�e,lffzatioo{ot pG 11ie ub dilon of§tatements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,exceli{.ir�'fU .0 prl&vvitten approval for 133
J'JMaterial Testing Engineering,I-C. u v
63 MATERIAL TESTING ENGINEERING
E3 III G S .. r3 n c C. O f P e r f t' 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
63 PROJECT NO. DATE 21-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:30 PM
CONTACT Michael Assam TIME JOB FINISHED 6:30 PM
PROJECT Private Residence LOT 41
` ADDRESS 4840 Waterson Way Fortp(erce,34949
AUGERCAST PILES LOG
1 Columns No. 35 36 37 38 39 40 41 42 43 44
2 Pile No. 16 17 8 18 19 20 21 24 29 26
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 30 41 41 32 35 35 32 41
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) 37.8 32.6 31.5 43.1 43.1 33.6 36.8 36.8 33.6 43.1
9 Volume Ratio(cf),(815) 1.3 1.1 1.1 1.4 1.4 1.1 1.2 1.2 1.1 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
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 8002 8002 8002 8004 8004 8004 8004 8004 8004 8001
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 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;
LL s .•
! rio H%;r` 46.�r
Field Rep.: David Correa] ' Pi�'R0g7#67795
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients'�nId z�atrdh'for blicatien of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,exceOlri ilf Lvi{SgULthe i�ripr written approval for 83
Material Testing Engineering,U.C. t
B3 MATERIAL TESTING ENGINEERING
Fs f, e n c e o , h e , f c 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. DATE 21-Oct-21
CLIENT Bodax Foundations WEATHER Sunny
ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 12:30 PM
CONTACT Michael Assam TIME JOB FINISHED 6:30 PM
PROJECT Private Residence LOT 41
ADDRESS 4840 Waterson Way Fortpierce,34949
AUGERCAST PILES LOG
1 Columns No. 45 46 47 48 49 50 51 52 53
2 Pile No. 34 35 33 32 28 25 27 6 3
3 Augered 0(inches) 14 14 14 14 14 14 14 14 14
4 Pile Length (feet) 28 28 28 28 28 28 28 28 25
5 Theoretical Pile Volume(cf) 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 26.7
6 Number of pump strokes 38 32 31 33 41 47 45 47 44
7 Volume per Pump Strokes(cf) 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) 39.9 33.6 32.6 34.7 43.1 49.4 47.3 49.4 46.2
9 Volume Ratio(cf),(815) 1.3 1.1 1.1 1.2 1.4 1.6 1.6 1.6 1.7
10 Reinforcing Size 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
11 Reinforcing Length (ft) 28 28 28 28 28 28 28 28 25
12 Grout Truck Number 8001 8001 8001 8001 8001 7010 7010 7010 7010
Pump calibration date: Pump calibration strokes: 1.05 (cf.per strokes)
* House; 53 piles in total ; 4#5 with#3 ties @ 10" o.c. For 15 ft cage, and 1#7 full.
Respectfully Submitted; "
D ri
Field Rep.: David Correal
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property_o dients,And authorizatigri fgr k blication of statements,
conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reprociuteil;�xepKY1 �UI�Vyit(aou�ffi�peJor written approval for B3
Material Testing Engineering,I.I.C. �'4
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B3 MATERIAL TESTING ENGINEERING
E3 III 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
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James D. Bushouse, PE
Consulting Engineers
October 29, 2021
Mario Arbucci
Coastal Construction and Design, Inc.
4800 Watersong Way
Fort Pierce, Fl 34949
Re: Lot 41 Watersong, located at 4840 Watersong Way, Fort
Pierce, Fl . , Permit # 2107-0175
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 .
Sincerely,
. p^
t
J mes 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