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Home My WebLink Aboutpiling test� i i 02-0-�E_MA_ 133 MATERIAL TESTING ENGINEERING 3111 F_ s s e n c 0 o f P e r f (.� c t i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 August 9, 2021 Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 Project No. 21-0410 Re.: Auger Cast Pile monitoring for the Caruso Residence House. 4805 Watersong Way Drive, Fort Pierce, 34949. Dear Sir, Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above -referenced location on July 30, 2021. The work involved the installation of twenty-six (26), 14" diameter cast in place piles installed. The approximate grout volume used was 1374.45 c.f. (50.90) 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. RPcr��r�irrl�Ai�m'�14[s.�` . rTi "Danga efrero, P:° , P r� BIII"MO,te.?.4lr,Te�tting,ngineering, LLC. 9+'gy4 a l A A��pp Parse 114 B3 MATERIAL TESTING ENGINEERING E s s e n c c o f P o r f c c 1. i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 A' G E R E D CAST F I LE LOG Paige 2 1 4 133 MATERIAL TESTING ENGINEERING E3111 P , r t .:I,,(, 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 796.611, Url REPORT OF AUGERED CAST IN PVACF Pill Fc B3 PROJECT NO. 21-0410 DATE 30-Jul-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Assam WEATHER Sunny TIME JOB STARTED 9:30 AM TIME JOB FINISHED 545 PM PROJECT ADDRESS Caruso Residence (House) 4805 Watersong Way, Ft.Pierce 34949 1 Columns No, 1 2 3 4 5 6 7 8 9 10 2 Pile No. 6 1 2 7 4 3 10 16 22 26 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 26 26 26 26 26 26 26 26 26 26 5 Theoretical Pile Volume (cf) 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 6 Number of pump strokes 50 51 52 51 49 51 48 42 52 52 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) 52.5 53.6 54.6 53.6 51.5 53.6 50.4 44.1 54.6 54.6 9 Volume Ratio (cf), (815) 1,89 1.93 1.96 1.93 1.85 1.93 1.81 1.59 1.96 1.96 10 Reinforcing Size 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 11 Reinforcing Length (ft) 26 26 26 26 26 26 26 26 26 26 12 Grout Truck Number 8002 8002 8002 8002 7008 7008 7008 7008 8001 r uinP canuiauun aaLe: * Hous Field Rep David C Pump calibration strokes: 1.05 (cf. per strokes) 26 piles in total ; 6#6 with #3 ties @ 6" o.c. Full w/ hooks. Fla. Reg.. 7746 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of.clients„and au horization for,eublicatj' n of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reprod6ced, except in pl w hoy[4he per "'Written approval for B3 Material Testing Engineering, LLC. 133 ME3 III IATERIAL TESTING ENGINEERING 1. '';i 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN Pi arF au Fc 63 PROJECT NO. 21-0410 DATE 30-Jul-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Assam WEATHER Sunny TIME JOB STARTED 9:30 AM TIME JOB FINISHED 5:45 PM PROJECT ADDRESS Caruso Residence (House) 4805 Watersong Way, Ft.Pierce 34949 r_tVECf a:(M_1.7 ■ U I III1'1r'gTd 1 Columns No. 11 12 13 14 15 16 17 18 19 20 2 Pile No. 25 24 23 18 20 19 21 17 11 12 3 Augered G (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 26 26 26 26 26 26 26 26 26 26 5 Theoretical Pile Volume (cf) 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 27.8 6 Number of pump strokes 52 52 52 51 51 52 52 49 51 48 7 Volume per Pump Strokes (cfI 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) 54.6 54.6 54.6 53.6 53.6 54.6 54.6 51.5 53.6 50.4 9 Volume Ratio (cf), (815) 1.96 1.96 1,96 1.93 1.93 1.96 1.96 1.85 1.93 1.81 10 Reinforcing Size 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 6#6 11 Reinforcing Length (ft) 26 26 26 26 26 26 26 26 26 26 12 Grout Truck Number 8001 8001 8001 4009 4009 4009 4009 7001 7001 7001 uI, - I Uace. Nump calibration strokes: 1.05 (cf. per strokes) * House; 26 piles in total ; 6#6 with #3 ties @ 6" o.c. Full W/ hooks. Respectfully Submitted; Da i ewe o;P.E.:;::r Field Rep.: David C Fla" Rb' g. #677,96 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients and autgbOaatfop fob p conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduegcI,1 exceP; in` fbll X� hput lie Material Testing Engineering,LLC. ,A •.: ,.f,t.� lion of statements, written approval for 133 133 MATERIAL TESTING ENGINEERING E3 III F ' 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 796.675sRn1 REPORT OF AUGERED CAST IN P1 ArF Pii Fc B3 PROJECT NO. 21-0410 DATE 30-Jul-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Assam WEATHER Sunny TIME JOB STARTED 9:30 AM TIME JOB FINISHED 545 PM PROJECT ADDRESS Caruso Residence (House) 4805 Watersong Way, Ft.Pierce 34949 ALIGFRCAST PII Fc 1 nrr 1 Columns No. 21 22 23 24 25 26 2 Pile No. 13 14 9 5 15 8 3 Augered G (inches) 14 14 14 14 14 14 4 Pile Length (feet) 26 26 26 26 26 26 5 Theoretical Pile Volume (co 27.8 27.8 27.8 27.8 27.8 27.8 6 Number of pump strokes 42 52 52 52 51 52 7 Volume per Pump Strokes (cf) 1.05 1.05 1,05 1.05 1.05 1.05 8 Actual Grout Volume (cf), (6*7) 44.1 54.6 54.6 54.6 53.6 54.6 9 Volume Ratio (cf), (815) 1.59 1.96 1.96 1.96 1.93 1.96 10 Reinforcing Size 6#6 6#6 6#6 6#6 6#6 6#6 11 Reinforcing Length (ft) 26 26 26 26 26 26 12 Grout Truck Number 7001 7005 7005 7005 7005 UdU-. Hump calibration strokes: 1.05 (cf. per strokes) * House; 26 piles in total ; 6#6 with #3 ties @ 6" O.C. Full w/ hooks. Respectfully Submitted; 1 1 Field Rep.: David C �d la. 96 ports are submitted as the confidential property of clients, and authdrization for publitAion of statrjment's, As a mutual protection to client, the public and ourselves, all re ':•., ,� 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 writ%atrgval€Ar 133° Material Testing Engineering, L-C. r; : { B3 MATERIAL TESTING ENGINEERING 3111 E s s e n c c o ( I' e r f c c t i n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 SJTE SKETCH Page314 0 M _N% �M-s mffI ME fsca. CmEWL' g'rp- ILI- __1 � 1 � n� M�:� �...r`M�n,�:ae...��T — � nl � ING k-r'FS IN'STIE CA-U.- RCPIOCNCS BTAU -RAL PLANK �., csr [fill I PILE DETAR B3 MATERIAL TESTING ENGINEERING E o n c. c c) f 0 r r o c t i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 DAILY T11 ME SHIEETS V-1 P age 4 14 )� 1)3y B3 MATERIAL TESTING ENGINEERING E s s o n c o o f P o r f o c t: i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 DAILY TIME SHEET CLIENT NAME: -0,5do DATE 0-7 j _io/ L � ADDRESS: PROJECT 5T' PROJECT ADDRESS �tOS (ti a6&o WC4 34+il TIME STARTED: �.'`,l) TIME END %`tom P V� TRAVELING TIME i COMMENTS: 1 Prepared by: Approved by: Page 1 1 1