Loading...
HomeMy WebLinkAbout8208 S. Ocean Piles Logs report133 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 November2, 2021 Project No. 21-0555 Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for Private Residence located at: 8208 S.Ocean Drive Jensen Beach , 34957 Dear Sir, Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above -referenced location on October 27'h-29th 2021. The work involved the installation of Sixty -Nine (69) 14" diameter cast in place pile, 60 piles for house, 9 piles for the pool. The approximately grout volume used was 2416.05 c.f. (89.4833 yards), and the load capacity of 30 tons as per Allterra Engineering report. 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. IIIAI#,,, (� s ° A• ' I�hr'�r 0 /♦�" Respectful) Dario A'frr Florida Red#CZ796 BIII Materiaf sti pF ginee� �xg; LLC. °�f �•+" 5, e e use �"" AAApNltt Page114 B3 MATERIAL TESTING ENGINEERING 3111 E s s e n c e o f P e r If e c is i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 AW0.3i, vxED CA.*f,"%-,T PILE LO)(3"i EE"-- , �z, - i -, Page 2 14 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. 21-0555 DATE 27-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 12:00 PM TIME JOB FINISHED 5:40 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 1 2 3 4 5 6 7 8 9 10 2 Pile No. 6 7 31 32 34 35 36 38 22 23 3 Augured 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (co 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 31 31 32 31 33 35 31 31 31 31 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 32.6 33.6 32.6 34.7 36.8 32.6 32.6 32.6 32.6 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.6 1.6 1.4 1.4 1.4 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 22 22 12 Grout Truck Number 439 439 439 439 439 439 439 631 631 631 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full Respectfully Submitted; Field Rep.: D.0 Dario Al Fla. Reg'!, �yP�litp 9 ty ��5+ �a t Prero;�`fi't�u96� '096 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatfpn` ba 1307icatt stafe nti ts,, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full B3 Material Testing Engineering, LLC. d d d C s{ p 6 t b t ` 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 NO. 21-0555 DATE 27-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 12:00 PM TIME JOB FINISHED 5:40 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 11 12 13 14 15 16 17 18 19 20 2 Pile No. 25 29 24 30 5 4 3 2 19 18 3 Augured 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 j 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 35 31 33 32 31 31 35 35 36 31 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 32.6 34.7 33.6 32.6 32.6 36.8 36.8 37.8 32.6 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.4 1.6 1.6 1.6 1.4 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 22 22 12 Grout Truck Number 631 631 631 631 662 662 662 662 662 662 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full 6� .0� :y� L. 1(io•� O Respectfully Submitted; VW L Da`r•i Field Rep.: D.0 Fla.' g,`# 67796 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and auihorita6b.n for publie'atlbn OAtate'm�nts, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full with ouCtNep ipr w4i" ep,approval for 33 Material Testing Engineering, LLC. �• 133 MATERIAL TESTING ENGINEERING L- - r �- - i I' - r f t, < r 1 1-1 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. 21-0555 DATE 27-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 12:00 PM TIME JOB FINISHED 5:40 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 21 22 23 24 25 26 27 2 Pile No. 25 29 24 30 5 4 3 3 Augured 0 (inches) 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 32 37 35 37 38 38 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) 33.6 38.9 36.8 38.9 39.9 39.9 36.8 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.7 1.6 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 [12 Grout Truck Number 662 631 631 631 631 631 631 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full & Respectfully Submitted; -r V Darid . NrPe�o,,91,," Field Rep.: D.0 Fla. Rig As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatioNfor"p'ublication 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 E3 III I I)t 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. 21-0555 DATE 28-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 11:00 AM TIME JOB FINISHED 5:00 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive, Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 28 29 30 31 32 33 34 35 36 37 2 Pile No. 16 60 57 17 56 27 59 8 14 11 3 Augured 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 31 31 31 32 33 35 35 31 32 33 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 (co, (6*7) 32.6 32.6 32.6 33.6 34.7 36.8 36.8 32.6 33.6 34.7 9 Volume Ratio (co, (8/5) 1.3 1.2 1.2 1.2 1.2 1.6 1.6 1.4 1.4 1.5 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 22 22 12 Grout Truck Number 655 655 655 655 655 655 655 693 693 693 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full u Respectfully Submitted; Field Rep.: D.0 FIa.,R77�C� 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. 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 NO. 21-0555 DATE 28-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 11:00 AM TIME JOB FINISHED 5:00 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 38 39 40 41 42 43 44 45 46 47 2 Pile No. 50 49 45 44 40 42 43 41 39 37 3 Augured O (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 32 35 31 35 33 31 32 31 32 31 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 36.8 32.6 36.8 34.7 32.6 33.6 32.6 33.6 32.6 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.4 1.6 1.4 1.4 1.4 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 22 22 12 Grout Truck Number 693 693 693 693 611 611 611 611 611 611 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full e ° •` k11 1 '1 O Pain i ce• }* M1 � i�yv b h ♦♦n �tif!: may. I d Respectfully Submitted; F �. �l Dar A. Herrero" Field Rep.: D.0 Fla Re' V(577A As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authpritatjbnrfAr;pub IEation of`statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full 3vithOut ft'prior written approval for 83 Material Testing Engineering, LLC. E33 MATERIAL TESTING ENGINEERING E3 III � 11� ;111) 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. 21-0555 DATE 28-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 11:00 AM TIME JOB FINISHED 5:00 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 48 49 50 51 52 53 54 55 2 Pile No. 48 46 47 51 65 62 66 67 3 Augured Q (inches) 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 35 31 32 35 33 31 32 31 7 Volume per Pump Strokes (cf) 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 32.6 33.6 36.8 34.7 32.6 33.6 32.6 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.4 1.6 1.4 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 12 Grout Truck Number 611 693 1 693 693 693 693 693 693 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full ,,iaaay;ruyar t' 9 Respectfully Submitted;oil Da Y'l.4dA A&-fdF�sy Field Rep.: D.0 Y67796 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authbrszatior for pa6ljcation 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 116 ? written approval for B3 Material Testing Engineering, U-C. B3 MATERIAL TESTING ENGINEERING III r c r' 1 .1 f I' - r f " ( t 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. 21-0555 DATE 29-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 12:00 PM TIME JOB FINISHED 5:50 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive , Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 56 57 58 59 60 61 62 63 64 65 2 Pile No. 52 55 58 53 54 61 63 13 12 69 3 Augured 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 31 32 31 32 33 32 35 35 32 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 (co, (6"7) 32.6 33.6 32.6 33.6 34.7 33.6 36.8 36.8 33.6 36.8 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 1.4 1.6 1.6 1.4 1.6 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 22 22 22 22 22 12 Grout Truck Number 655 655 655 655 655 655 655 1506 1506 1506 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of piles 69; 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full Field Rep. D.0 a 'I Respectfully Submitted; -' A Fk.,k; .r Herr.erb #€67796 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authori a'dbh 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 63 Material Testing Engineering, LLC. Dui B3 MATERIAL TESTING ENGINEERING i 11 I , f , i i 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. 21-0555 DATE 29-Oct-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 WEATHER Sunny TIME JOB STARTED 12:00 PM TIME JOB FINISHED 5:50 PM PROJECT ADDRESS Private Residence. 8208 S. Ocean Drive, Jensen Beach , 34957 AUGERCAST PILES LOG 1 Columns No. 66 67 B/O 68 69 2 Pile No. 9 68 64 10 64 3 Augured 0 (inches) 14 14 14 14 14 4 Pile Length (feet) 22 22 22 22 22 5 Theoretical Pile Volume (cf) 23.5 23.5 23.5 23.5 23.5 6 Number of pump strokes 35 29 35 29 35 7 Volume per Pump Strokes (cf) 1.05 1.05 1.05 1.05 1.05 8 Actual Grout Volume (co, (6" 7) 36.8 30.5 36.8 30.5 36.8 9 Volume Ratio (cf), (815) 1.3 1.2 1.2 1.2 1.2 10 Reinforcing Size 5#7 5#7 5#7 5#7 5#7 11 Reinforcing Length (ft) 22 22 22 22 22 12 Grout Truck Number 1506 1506 1506 1506 1506 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: *Total of Diles 69: 60 House Piles & 9 Pool Piles installed w/ 5#7 w/ # 3 ties @ 12" o.c. Full .,,ersisAc� r• Respectfully Submitted; 4', rT'.0 4 tN21A Dari ' ,;-Herrero Field Rep.: D.0 Fla. qb # 7796 e.` As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fo} pu6ficatlon'of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full wiihoui the prior written approval for 133 Material Testing Engineering, LLC. B3 MATERIAL TESTING ENGINEERING 3111 E s s e n c e o f P e r f e e t i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 SDI; 7 E,; S) � C Page 314 - - - - - - - - - - - - - }.� C DDUULt VILt CfW SINGLE MLE cnv 1 FRl+NfaEN.E iNICKENED EDGE loxl Isvcl w_�ae .. l�1�11lI�l±i!ell� Robert E -' AVen Illo:�io„mm RJ��E Aylm lII0.P.E All- 0 - l b- 2-1- - 21 ®- 10 - 2(6 - 2-1 � 4157 1 ► f,�kL 11�5 �' 10-29 - 2-1 oeo,,���� , EXIST. I POACH EXIST. NOTE; RESIDENCE POWSPA LAYOUT CPILING PL,li ro eonsrnurnnrs °C"Pero` Is^ I � nrnlne:� l — I TT ou` xravucr:man urncor srA smmmov e� r .�-- NOI¢ o nmr M. 1XV'"r1e^� r•ms r'ucmnaion ` .vv. vmxr CenO"''� eesmron�nnu� mms. Ir ruCOoiwoin.o°Nox PILE EXTENSION DETAIL s' 1 o" f lo^ srmww O� 1 1 mioiiur eN,a — u.rnr. emrmleur eiieecnoi STEP SECTION TO- 1 t I groruie v0. Y PILINGNOITSI srr er /e PLC4� nr rnnL ri.MR MPrmi nuwp enno. POOLSUMON TVPE"O"POOL mwl,1