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HomeMy WebLinkAboutAuger Cast Pile Monitoring133 MATERIAL TESTING ENGINEERING E s s e n c e o f P e r f e c t i o n 3111, 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 August 30, 2019 Project No. 19-0344 Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for Private Residence located at: 5012 Watersong Way, Ft. Pierce, Florida Dear Sir, Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above -referenced location on August 19 & 20, 2019. The work involved the installation of forty-eight (48) 14" diameter cast in place pile for a private residence. The approximately grout volume used was 1801.7 cf (66.7 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. 111 1.1 1 lot,, .�`xo A. NFh',Q,�� Res .0 tfurii A. Ffg.%� ,Reg.. 79BPI ��. BlrtA er1blpTlgot ,&iit eering, LLC. I,' ONAL� Page 114 B3 MAT.ERIA.L 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 JGER,ED C'ASjT_�ELE LOGJ Page 2 4 133 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 63 PROJECT NO. 19-0344 DATE ` 19-Aug49 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 11:30 AM CONTACT Rich Barnes.954.771.7888 TIME JOB FINISHED 5:15 PM PROJECT Private Residence ADDRESS 5.012 water song way, Ft Pierce AUGERCAST PILES LOG 1 Columns No. 1 2 3 4 5 6 7 8 9 10 2 Pile No. 10 15 48 14 27 46 43 28 44 8, 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 58 64 60 59 61 60 65 56 58 56 7 Volume per Pump Strokes (co i 0.57 0.57 0.57 0.57 0.57 '0.57 _ 0.57 0.57 0.57 0.57 8 Actual Grout.Volume (cf), (6*7) F337 36.5 34.2 33.6 34.8 34.2 37.1 31..9 33.1 31.9 9 Volume Ratio (cf), (815) 1.1 1.2 1.1 1.1 1-.2 1.1 1.2. 1.1 1A 1.1 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) 24. 24 24 26 28 28 24 24 24 26 12 Grout Truck Number I 26410 26410 26410 26410 26410 I 26410 I I F71 25316 25316 I - . 25316I I i Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes) Remarks: ** Total of 48 plies fora House. ** Rebar of piled, was 4#5 W/ #3 ties @ 10" ox for top 17 ft cage & 1#7 full. "Truck #264101and.25316 were used on pile #43.. Field Rep.: Joselyn Sanchez As a mutual protection to client; the public and o conclusions or extracts from our reports is reseru Material Testing Engineering, U.C. L. . 4 O �. e 0• Dari 0.c^t t.ero, .D Ives, all reports are submitted as the confidential property of clients, and aut z .r p c �1, fe ents, In accordance with ASTM E329 this report shall not be reproduced, except in full w(t1loy the wtrijteh approval for B3 t� r pectfully Submitted; E33 MATERIAL TESTING ENGINEERING E s s e n c eo 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 1KPLACE PILES B3 PROJECT NO. 19-0344 DATE 19-Aug-19 CLIENT Bodax Foundations WEATHER Sunny ADDRESS CONTACT 1101 NW 55th Street -Fort Lauderdale, FL 33309 TIME JOB STARTED 11:30 AM Rich Barnes.�954.771.7888 TIMEJOB FINISHED 5:15 PM PROJECT Private Residence ADDRESS 5012 water song way, Ft Pierce AUGERCAST PILES LOG' 1 Columns No: 11 12 13 14 15 16. 17 18 19 20. 2. Pile No. 6 18 19 23 34 35 31 32 22 21 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 58 57 59 80 71 67 68 67, 71 67 . 7 Volume per Pump Strokes (cf) 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 '0.57 . 8- Actual Grout Volume (cf), (6" 7) . 33.1 32.5 33.6 45.6 40.5 38.2 38.8 38.2 40.5 38.2 9 Volume Ratio (cf),.(8/5) - 1.1 1.1 1.1 1.5 1.4 1.3" 1.3 1.3 1.4 1.3 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 '4#5 4#5 4#5 4#4 11 Reinforcing Length (ft) 28 28 '28 . 28 28 28 28 .28 28 28- 12 Grout Truck Number 25316 25316 '25316 71287 71287 71287 71287. 71287 66455 Pump calibration date: Pump calibration strokes: 0.57 (cf. per strokes) Remarks: ** Total of 48 piles for a House. ** Rebar of piles was 4#5 w/ #3 ties @ 10" o.c.for top 17 ft cage & 1#7 full. **Pile #43 was split.between truck # 26140 & 25316 111,111.1 1, **Truck 25316 and 71287 were used on Pile #23. ��`` R\O . Respectfully Submitted; . 677 - ,Q = Dario A. 'Herrerq, E•,� lV� Field Rep.: Joselyn Sanchez Fla. Reg..#677§6sy ' OA,oR1U As a mutual protection to client, the public.and ourselves, all reports are submitted as the confidential property of clients, and authorization for ublicafio' '9Vt 6tetwe %k 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 a1 1'� a p p p p p pprovaI for B3 Material Testing Engineering, I.I.C. E3B3 MATERIAL TESTfNG ENGINE•ER1NG 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. 786.773.5811/89 - Fax. 786.615.5801 REPORT OF A. UGERED CAST IN PLACE PILES B3 PROJECT NO. 19-0344 DATE _ 19-Aug-19 . CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort. Lauderdale, FL.33309 TIME JOB, STARTED 111:30 AM CONTACT Rich Barnes. 954.771.7888 ITIME JOB FINISHED 5:15 PM PROJECT Private Residence ADDRESS 5012 water song,way, Ft Pierce AUGERCAST PILES LOG 1 Columns No, 21 - 22 23 24- 25 2 Pile No. 3 4 5 16 45 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 63 65 66 62 62 7 Volume per Pump Strokes (co 0.57 0.57 0.57 . 0.57 • - 0.57 8 Actual Grout Volume (cf); (6*7). 35.9 37.1 37.6 35.3 35.3. 9 Volume Ratio (cf), (815) 1.2 1.2 1.3 1.2 -1.2 .10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 11 Reinforcing- Length (ft) 28 28 28 24 24 12• Grout Truck Number 66455 66455 66455 1 66455 66455 Pump calibration date: Pump calibration strokes: '0.57 (cf. per strokes) Remarks: ** Total of 48 piles for a House. ** Rebar of piles was 4#5 w/ #3 ties @ 10" o.c for top 17 ft cage & '1#7 full. ;�rrrrrrafr��.� . - s% Respectfully Submitted; = ' I No• ( -Dario A. Herrex ORID P.- Field Rep.: •JoselynSanchez Fla. Reg. #67`%9 %'. --- G� 01 As a mutual protection to client, the public and ourselves,, all'reports are submitted as the confidential property of clients, and authorization for public 115A pf;ttRsieAts; 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 133 Material Testing Engineering, L-C. • 1 .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 AUGE.RED CAST IN PLACE PILES B3 PROJECT NO. 19-0344 DATE 20-Aug-19 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:00 AM CONTACT Rich Barnes. 954.771.7888 TIME JOB FINISHED 3:00 PM PROJECT Private Residence ADDRESS 5012 water song way, Ft Pierce ,AUGERCAST PILES LOG 1 Columns No. 26 27 ' 28 29 30 31 32 33 34 35 ' 2 Pile No. 47 13 12 11 9 7 17 1 42 .26 3 Aug&ed 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 57 • 58 . 59 58 58 64 - 58 68 ' 63 66 7 Volume per Pump.Strokes (cf) 0.67 0.51 0.57 0.57 0.57 0.57 0.57 0.57 .0.57 0.57 8 Actual Grout Volume (cf), (6'7) 32.5 33.1 33.6 33.1 33.1 36.5 33.1 38.8 35.9 37.6 9 Volume Ratio (cf), (815) .1.1 1.1 1.1 1.1 1.1 . 1.2 1.1 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 11 Reinforcing Length (ft) 28, 26 26 '26 26 28 26 28. 24 28 . 12 Grout Truck Number 69693 69693 F6993 69693 69693 69603.T 69693 64623 64623 64623 Pump calibration date: Pump calibration strokes: 0.57 . (cf. per strokes) Remarks: ** Total of 48 piles for a House. ** Rebar of piles was.4#5 w/ #3 ties @ 10" ox for top 17 ft cage & 1#7 full. �����l�r►.�f� fly. Respectfully Submitted; • 6 S. ArE 0 F9 I,`= Dario Field Rep.: Joselyn Sanchez Fla.At As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizat%flfmrAiy p`ccipvert 8f 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 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. 19-0344 DATE 20-Aug-19 CLIENT Bodax Foundations. WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort, Lauderdale, FL 33309 _ TIME JOB STARTED 9:00 AM CONTACT. Rich Barnes..954.771.7888 TIME JOB FINISHED 3:00 PM PROJECT Private Residence ADDRESS 5012 water song. way, Ft Pierce AUGERCAST PILES LOG . 1 Columns No. 36 37 38 39 40 4.1 42 43 44 45 2 Pile No. 40 30 25 33 20 2 41 24 30 36 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 63 65 63 - 78 .. 75 78 75 79 ' 77 76 -7 Volume per Pump Strokes (cf) 0.57 0.57 0.57 0.57 .0.57 0.57 0.57 0.57 0.57 0.57 8 Actual Grout Volume (cf), (6*7) 35.9. 37.1 35.9 44.5 42.8 44.5 42.8 45.0 43.0 43.3 9. Volume Ratio (cf), (815) 1.2 .1.2 1.2 1.5. 1.4 1.5 1.4 1.5 -1.5. 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 11 Reinforcing Length (ft) 28 28 28 28 2.8 28 28 28 -28 28 12 Grout Truck. Number 64623 64623 64623 68092 68092 68092 68092 68092 2.5316 25316 Pump calibration date: Pump calibration strokes: 0.57 (cf..per strokes) Remarks: ** Total of 48 piles for a House. ** Rebar of piles was 4#5 w% 43 ties @ 10" o.c for top 11 ft cage & 1#7 full. `p .;q •^ s• 717 Respectfully Submitted; = 6 ,. Dario A. Field Rep.: Joselyn Sanchez Fla. Reg.5,/ 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 orextracts 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 133 Material Testing Engineering, U.C. 133 MATERIAL TESTING ENGINEERING E s s e n .c e o f P e r f e c t i .o n 167.6 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. 19-0344 DATE 20-Aug-19 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55tfi Street. Fort Lauderdale, FL.33309 TIME JOB'STARTED 9:00 AM CONTACT Rich Barnes. 954.771.7888 TIME JOB FINISHED 3:00 PM. PROJECT Private Residence ADDRESS 5012 water song way, Ft Pierce AUGERCAST PILES LOG 1 Columns No. 46 47 48 2 Pile. No. 29 ' 37 38 3 Augered O (inches) 14 .14 14 4 Pile Length (feet) 28 28 28 5 Theoretical Pile Volume (cf) 29.9 29.9 29.9 6 Number of pump strokes 75 78 79 7 Volume per Pump Strokes (co 0.57 0.57 0.57 8 Actual Grout Volume (cf), (6*7) 42.8 44.5 .45,0 9 Volume Ratio (cf), (815) 1.4 1.5 - . 1..5 10 Reinforcing Size ` 4#5 4#5 4#5 11 Reinforcing Length (ft) 28 28 28 12 Grout Truck Number 25316 25316 25316 Pump calibration date: Pump calibration strokes: 0.57 (cUper strokes) Remarks: ** Total of 48 piles for a House. ** Rebar of piles was 4#5 w/ #3 ties @ 10" o.c for top 17 ft cage & 1#7 full. , A. W. �. ..o. 67 Respectfully Submitted; Dario A. HNR1 Field Rep.: Joselyn Sanchez Fla. Reg. #67FAAL 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. 12 1 13 1 14 1 15 1 16 ' MtxMrna ruxteP CLNtPD w•mcam nlYtM TD(Jt TnnW. � CtlQ1W Nt$LlSirufARnAtffltR WitAIMACA9DMRIDRKVpr DWr. � . 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YY w YY L';re .uP ae t' w ►� virhr � '. y 1. 41 r .:4 � h .'d i � Y � r�• a•naocexeuevn eat raZ �ww�m°rr rwiaia ra v.Pw �r y ice, rtaan:e ntaf.rarActm ter•^--�® i�,''i �-e C nrssa' F�1�f. yb. .• +.(i a i �• ?:r. •':ty f"t s, 51 � i .g -- r. .trJ.J { "•�'f,'d': •' rA rd © I r 31 rA 1 c� •1 PA,tit On•'i rn 1• y'114 � _ .i a-r.�rrr 2.... .•�•. F `P a ,mtwcccaauum` eaa� �or,.am`urwiri�e`ciea.�vwn •]t - y iit•._ 1, � I R � I � na•ueorns mv!-7 ® A� ii ,} V,:�•� b. { ti6•. f•`. S/i/1T t j}�^Jt�® '.i-LL�j� '`1 i V ` j 'It•.i~v:9{• `h 1� •!t?� S1 A-4 PILING PLAN `d0 �Z 00 6� M p�� 1 `1i i K 0) • O,i y0 f4 H z 6�B a j� G OU2 F N« c GATE B ' suet rtw A 2 I 3 I 4 I 5 6 7 I 8 1 B 1 10 I it I 12 1 13 1 14 1 15 16