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Home My WebLink AboutMATERIAL TESTING133 MATEROAL 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 September 07, 2018 I� Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 SCANNED By st. Lucie county Re.: Auger Cast Pile monitoring for Private Residence located at: 4860 Watersong Way. Ft Pierce. FL. 34949 Dear Sir, Project No. 18-223 RECEl1/'ED SEP 18 2018 sr,1fo Caw+, Pursuant to your request, Bill MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above -referenced location on August 28 and 29, 2018. The work involved the installation of fifty-eight (58) 14" diameter cast in place pile for a house. The approximately grout volume used was 2021.4 cf (72.9 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. �Q4,,vereearra.� Respe II brit ed a LUZ r anti 'o, ROE: Q ro� ��FIQric(a:R`eg r'#68�}� 0` Bltd;f,V(atnri1TZ,6,0ing"Engineering, LLC. `aaaeaQe°°°°°° Page115 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 A r",ERED CA'aST ORLE LOG Page 21 B3 MATERIAL TESTING ENGINEERING :3111 E s s e n c e a f P e r f e c t i o n 1676 West 31 PL, Hialeah FL, 33012 - Off. 786.7735871/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES B3 PROJECT NO. 18-223 DATE 28-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations - WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM I ITIME JOB FINISHED 5.30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 1 2 3 4 5 6 7 8 9 10 2 Pile No. 212 213 214 238 215 216 236 239 209 208 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) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 32 29 33 34 35 30 32 32 33 34 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) 33.6 30.5 34.7 35.7 36.8 31.5 33.6 33.6 34.7 35.7 9 Volume Ratio (cf), (815) 1.2 1.1 1 1.2 1.2 1.3 1.1 1 1.2 1.2 U 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) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 7000 - 7000 7000 7000 7000 7000 7000 7013 7013 7013 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ loll ox for 17 ft cage and 1#7. Respectfully Submitted; Field Rep.: Anthony Luna ``n•d ,.., IrfD a� T11 i �e 1ti o LU G r„ ,CESARS CASTILLOJk-'E; e F.la. •Reg.#68447��, As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, AEE authOrizatlon foi• publication ofstatements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in filll•WitNobtihe prior written approval for B3 Material Testing Engineering, U.C. B3 MATERIAL TESTING ENGINEERING EssenceBill of P e r f .e 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. 18-223 DATE 28-Aug-18 CLIENT Bodax Foundations WEATHER Sunny ADDRESS CONTACT 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM ITIME JOB FINISHED 5.30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 11 12 13 14 15 16 17 18 19 20 2 Pile No. 223 224 225 231 230 229 246 245 2" 253 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) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 32 33 34 31 34 36 35 32 34 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) 33.6 34.7 35.7 32.6 35.7 37.8 36.8 33.6 35.7 36.8 9 Volume Ratio (cf), (815) 1.2 1.2 1.2 1.1 1.2 1.3 1.3 1.2 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 11 Reinforcing Length (ft) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 7013 7013 7013 7013 8000 8000 1 8000 8000 8000 8000 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. Respectfully Submitted; Field Rep.: Anthony Luna As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of cllepts; and authorization to. conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, Except in full witttdt)[1 Material Testing Engineering, I.I.C. � L I,WZion of statements, for written approval for 63 B3 MATERIAL TESTING ENGINEERING E s s e n c e o f P e r f e c t i o n =31111676 West 31 PL, Hialeah FL, 33012 - Off. 786.773.5871189 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES 63 PROJECT NO. 18-223 DATE 28-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM I TIME JOB FINISHED 5.30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 21 22 23 24 25 26 27 28 29 30 2 Pile No. 206 205 247 251 204 252 248 228 226 227 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) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 34 35 34 33 33 30 31 35 32 33 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 (co, (6*7) 35.7 36.8 35.7 34.7 34.7 31.5 32.6 36.8 33.6 34.7 9 Volume Ratio (cf), (815) 1.2 1.3 1.2 1.2 1.2 1.1 1.1 1.3 1.2 1.2 10 1 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) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 7010 7010 7010 7010 7010 7010 7010 4009 4009 4009 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 W/ #3 ties @ 10" ox for 17 ft cage and 1#7. Field Rep.: Anthony Luna �.atilf�Tf •. 4L Respectfully Submitted; a �' O '.i. ? LU M 6.ES R;CASTILLO; P:E, a 'Reg. ##68447- y As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients; ar)d aittfp iization for putlncquo"tstatements, conclusions or extracts from our reports is reserved. In accordance withASTM E329 this report shall not be reproduced, excepfJn�ull--'w66ttt tlib r o6written approval for 133 Material Testing Engineering, LL[, f f' ° r a t' ► `� B3 MATERIAL TESTING ENGINEERING E s s e n c e o f P e r f e c t i o n m31111676 West 31 PL, Hialeah FL, 33012 - Off. 786.7735871/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES 133 PROJECT NO. 18-223 DATE 28-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM ITIME JOB FINISHED 5.30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 31 32 33 34 35 36 37 38 39 40 2 Pile No. 242 207 211 210 237 218 219 235 240 220 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 27 27 27 27 27 27 1 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 31 32 33 34 33 32 33 33 30 32 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) 32.6 33.6 34.7 35.7 34.7 33.6 34.7 34.7 31.5 33.6 9 Volume Ratio (cf), (815) 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 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 11 Reinforcing Length (ft) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 4009 4009 4009 4009 7014 7014 7014 7014 7014 7014 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" o.c for 17 ft cage and 1#7. Respectfully Submitted; Field Rep.: Anthony Luna CI .�rlfr!FP:. S rf Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clien&,,.and but orization �°},publlption of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, excdpti�li wi�hout the prior written approval for B3 <<l t.btt Material Testing Engineering, I.I.C. 133 MATERIAL TESTING ENGINEERING E s s e n c e o s P e r f e c t i o n 1676 West 31 PL, Hialeah FL, 33012 - Off. 786.773.5971/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES 133 PROJECT NO. 18-223 DATE 28-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:00 AM I ITIME JOB FINISHED 5.30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 41 2 Pile No. 221 3 Augered 0 (inches) 14 4 Pile Length (feet) 27 5 Theoretical Pile Volume (cf) 28.9 6 Number of pump strokes 30 7 Volume per Pump Strokes (cQ 1.05 8 Actual Grout Volume (cQ, (6.7) 31.5 9 Volume Ratio (cQ, (815) 1.1 10 Reinforcing Size 4#5 11 Reinforcing Length (ft) 27 12 Grout Truck Number 7014 Pump calibration date: Pump calibration strokes: 1.05 (d. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. ,tt9�trf7r I rrC Respectfully Submitted; 5, R CASTIL*U Field Rep.: Anthony Luna %.FIa:;Reg.-#68' Asa mutual protection -to client, the public and ourselves, all reports are submitted as the confidential property of clienfs;jand:a%thorization conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fu�l wt�Ot Material Testing Engineering, I.I.C. 17+E�D 'pT blication of statements, 4 his prior written approval for B3 133 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. 786.773.5871/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES B3 PROJECT NO. 18-223 DATE 29-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM I TIME JOB FINISHED 12:30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 42 43 44 45 46 47 1 48 49 50 51 2 Pile No. 217 241 234 243 233 232 222 257 254 200 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) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 36 33 32 34 35 33 34 36 35 33 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 (c% (6'7) 37.8 34.7 33.6 35.7 36.8 34.7 35.7 37.8 36.8 34.7 9 Volume Ratio (c% (815) 1.3 1.2 1.2 1.2 1.3 1.2 1.2 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 11 Reinforcing Length (ft) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 7014 7014 7014 7014 7014 7014 8000 8000 8000 8000 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 58 plies for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. QQq 77777 r)7f Respectfully Submitted; t 0 iy ",W o - CESAR CASTILLOa LP i Field Rep.: Anthony Luna Fla. -Reg; #6844�, 'iJ s As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatibA f&V6bilcation of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full wi�tkiqutfle prior written approval for 63 Material Testing Engineering, U.C. 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. 786.773.5871/89 - Fax. 786-615.5801 REPORT OF AUGERED CAST IN PLACE PILES 133 PROJECT NO. 18-223 DATE 29-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM I I TIME JOB FINISHED 12:30 PM PROJECT Private Residence ADDRESS 4860 Watersong Way. Ft Pierce, FL34949 AUGERCAST PILES LOG 1 Columns No. 52 53 54 55 56 57 58 2 Pile No. 250 203 249 255 201 202 256 3 Augered 0 (inches) 14 14 14 14 14 14 14 4 Pile Length (feet) 27 27 27 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 37 35 36 33 32 33 35 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) 38.9 36.8 37.8 34.7 33.6 34.7 36.8 9 Volume Ratio (co, (8/5) 1.3 1.3 1.3 1.2 j 1.2 1.2 1.3 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length (ft) 27 27 27 27 27 27 27 12 Grout Truck Number 8000 8000 7014 7014 7014 7014 7014 Pump calibration date: Pump calibration strokes: 1.05 (d. per strokes) Remarks: ** Total of 58 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. 9,�gptLL PStP( -0 F\0 1 1 /- 4 r 1, Respectfully Submitted; i o11r1- ` LU - c �GESAR CA of LO, P .E: C� Field Rep.. Anthony Luna Fla: Reg: #684d <;�',�` Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of cliend,4zind'auti��nzat�o1L fgKDu'�ILcatLon of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, excepVfrl fullPwithouttb�' riorwritten approval for B3 Material Testing Engineering, U.C. 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 S tT S'I�CETCH, Page 315 10 ,. 12 13 N 15 1B Y rs1m IN aata�NrpRw�bn �Y,a�� p p Y ➢ ��.s��i�m m� r..urum�m YSt iil mQn�� ®5a � Om No4 it wruom Nrmm� �� "i.ri.� �vn�p '��® _" ➢ o® a`'m��®�em�r�w±asiuo wwamn b.evm� Y V�+vl.q �//lmyt.lila�� i �Yfav �QmO�mO®iRrN �p ��b 1 GRADE BEAM 4 KtJc '�OD•NO""m L73 GRADE BEAM 2 1� dR 02 eeNl B�CF�pY{,E .q1s ' NT8 {J rew rta F� �w� m fw�'"igr4:�1:� Nr �11 j� K pp[f r um' a Amo9 03 �� J N .... � tioca� C�are�r wmnuu� < — — �^ �® mu�ii ➢ qQ �� GRADE BEAM-3 G4 ISOLATED PAD PILE CAP G7 GRADE BEAM S6HEDULES... r „ c Yis nrs 013 GRADE BEAM 1 �I1 • , at�0 ' =111 • 1 j2•• ` I � I Y w' ~ 'w. Isi,�~ ./i• ' _ ` A Y .. , i E Zlg `r 231 4 zsW, a.f pf�E E a.�#g..::�3i+�c?- ;,� � scram, Iss A-4 PIUNG PLAN I Cs�1 e 11 12 1 1. is 1a 218 2!9 2ZO ZZl 2JZ 223 221 6 jZS Z,z ZZj EA 1 10126119. 812311S. 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 P Fv T(rXx ,`,P HJS Page 415 B3 MATERIAL TESTING ENGINEERING E 5 s e n C e of Perfection 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.606.5072 - Fax. 786.606.5072 Pile 249 ir-� Am Figure 1: working on rue ovm Figure 2: Working on rue fFcus. W W W.B3Engincering.com Mot r ,.�,. �n1 r�'g .t xr1 ar �i[�� - •� _" ..,,.;� rif = I,.�I �` # .r. #4 _ .,'RE ,w:; IA Np Jill y1p� k'ij Sm kYhll -«'�i..A, AN a , �_ B3 MATERIAL TESTING ENGINEERING E s s c n c e o f P e r f e c t i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.606.5072 - Fax. 786.606.5072 Figure 5: Working on Pile No. 250 Figure 6: Working on Pile No. 257 W W W.B3Engineering.com Irt '7� 13 RRM, zpro P-M-V WWWO-,