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Home My WebLink AboutLetter; Auger Cast Pile Monitoring_o B3 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 September 07, 2018 Bodax Foundations, Inc. 1101 NW 55" Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for Private Residence located at: 4832 Watersong Way. Ft Pierce. FL. 34949 Dear Sir, Project No. 18-226 Pursuant to your request, BIII MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above -referenced location on August 29, 30 and 31, 2018. The work involved the installation of sixty-three (63) 14" diameter cast in place pile for a house. The approximately grout volume used was 2213.5.4 cf (82 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. pQt i PO arr rr! �1 fit -,STILE Res ec I y` b, i d e- Cesar;.Cast lo, Florida" R g': #68447" v\,, `?b .. t . , C. BIII MatenaI r4oti, .j,Emglneering, LLC. Page115 B3 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 AU G 5, CAST PILE LOG Page 2 15 BEV, 1�1A"lii(�UMA tif'OM71J'lll(f' G ZNWA11019—ft, - OR rra, Fd E r' tiro e: C4 C3� t`i ( 0 w f 65 C': V, A Cu till 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. 18-225 DATE 29-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 3:00 PM I I I TIME JOB FINISHED 4:35 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 1 2 3 4 5 6 2 Pile No, 321 323 324 356 357 326 3 Augered 0 (inches) 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 5 Theoretical Pile Volume (co 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 35 35 35 36 33 34 7 Volume per Pump Strokes (cf) 1.05 1.05 1.05 1.05 1.05 1.05 8 Actual Grout Volume (cl), (6*7) 36.8 36.8 36.8 37.8 34.7 35.7 9 Volume Ratio (co, (815) 1.4 1.4 1.4 1.4 1.3 1.3 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length (ft) 25 25 25 25 25 25 12 Grout Truck Number 7010 7010 . 7010 7010 7010 7010 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 63 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 n 'v� 441 Z. �Q9 `_CESAR<CASTILLO, PDX. Fla: Reg; #6844.7 t.� As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authod conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in full Material Testing Engineering, LLC. iblicatron of statements, prior written approval for B3 03 MA l�RRIAL ES) tTRINI .tea IE- IGQ;Gi F RRIING3 F IS, R. a ITO c: P> et> V P- c> w f e; c:: T". n V, I% 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. 18-225 DATE 30-Aug-18 CLIENT Bodax Foundations WEATHER Sunny ADDRESS CONTACT 1101 NW SSth Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM TIME JOB FINISHED 5:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 7 8 9 10 11 12 13 14 15 16 2 Pile No. 371 325 322 320 319 318 370 328 329 333 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 25 25 25 25 5 Theoretical Pile Volume (cf) 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 32 34 35 31 34 36 33 36 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) 33.6 35.7 36.8 32.6 35.7 37.8 34.7 37.8 31.5 33.6 9 Volume Ratio (cf), (815) 1.3 1.3 1.4 1.2 1.3 1.4 1.3 1.4 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) 25 25 25 25 25 25 25 25 25 25 12 1 Grout Truck Number 7013 7013 7013 7013 7013 7013 7014 7014 7014 70174 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 63 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 .ve�v V 7777 r r rrr n E'T AR CASTILL ,_,PX6 -fld. Reg: #6844% Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and.aut conclusions or extracts from our reports Is reserved. In accordance with ASTM E329 this report shall not be reproduced, excePttin Material Testing Engineering, I.I.C. approval for B3 R3 MIAMPRIMMAIL SST lii'fiING R-NIGM-113-E FI-MIG Bill F, -, R 0 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. 18-225 DATE 30-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM I ITIME JOB FINISHED 5:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 17 18 19 20 21 22 23 24 25 26 2 Pile No. 317 334 316 335 332 330 331 350 315 336 3 Augered 0 (inches) 14 14 1 14 14 1 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 25 25 25 25 5 Theoretical Pile Volume (ef) 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 32 33 33 34 35 35 31 32 31 30 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 34.7 35.7 36.8 36.8 32.6 33.6 32.6 31.5 9 Volume Ratio (cf), (815) 1.3 1.3 1.3 1.3 1.4 1.4 1.2 1.3 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 11 Reinforcing Length (ft) 25 25 25 25 25 25 25 25 25 25 12 Grout Truck Number 7014 7014 7014 7003 7003 7003 7003 7003 7003 7003 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 63 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 .csurrr.. cc' rrr •� i1:1 l lL f n r, ESAR CASTICLO,R-t Fla. Reg. #68d4. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of ciian�; apd authorization tot pubpcation of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced,'except-ir full viitho�7hptPrior written approval for 83 Material Testing Engineering, I.I.C. 03 WATRUMAL `iF R I" l MN ll furl ��[>a�ff�Q li�f'I�i �u c ca 0 FP 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. 18-225 DATE 30-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM ITIME JOB FINISHED 5:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 27 28 29 30 31 32 33 34 35 36 2 Pile No. 347 352 351 349 364 365 366 348 327 355 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 25 25 25 25 5 Theoretical Pile Volume (cl) 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 32 32 34 33 30 32 33 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), (6R7) 33.6 33.6 35.7 34.7 31.5 33.6 34.7 36.8 37.8 32.6 9 Volume Ratio (co, (815) 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.4 1.4 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) 25 25 25 25 25 25 25 25 25 25 12 Grout Truck Number 8000 8000 8000 8000 8000 8000 8000 7012 7012 7012 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) Remarks: ** Total of 63 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. c,P,STILI Respectfully Submitted; Field Rep.: Anthony Luna ~ ` e As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of cliedt§,1an0,api;hplitatibn 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. on, MATj MRWAL T'RS-� i�i' ING F1411GR N[MMUS F Si R e� (it) r: CIa co t' P C-7 w V es c: -V B a. n, i 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. 18-225 DATE 30-Aug-18 CLIENT ADDRESS Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM CONTACT ITIME JOB FINISHED 5:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 37 38 39 40 41 42 43 44 45 46 2 Pile No. 363 362 361 358 360 354 353 367 345 359 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 25 25 25 25 5 Theoretical Pile Volume (cQ 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 33 30 31 32 34 34 34 32 34 35 7 Volume per Pump Strokes (cf) 1.05 1.05 j 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 8 Actual Grout Volume (c% (6*7) 34.7 31.5 32.6 33.6 35.7 35.7 35.7 33.6 35.7 36.8 9 Volume Ratio (ct , (815) 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.4 10 Reinforcing Size 4#5 4#5 4#i5 4#5 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length (ft) 25 25 25 25 25 25 25 25 25 25 12 Grout Truck Number 7012 7012 7012 7012 7014 7014 7014 7014 7014 7014 Pump calibration date: Pump calibration strokes: 1.05 (d. per strokes) Remarks: ** Total of 63 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 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of.i Bents; ann n• autnorizatlo conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproducfid,ii c.ptf6 Material Testing Engineering, LLC. ° a e a e: a 6 D approval forB3 03 MA'�i RKMAL j`Tr r .5- i MMU, 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. 18-225 DATE 31-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM ITIME JOB FINISHED 12:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 47 48 49 50 51 52 53 54 55 56 2 Pile No. 311 340 341 368 346 337 372 314 312 313 3 Augered 0 (inches) 14 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 25 25 25 25 5 Theoretical Pile Volume (co 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 34 37 35 34 33 33 32 35 35 34 7 Volume per Pump Strokes (ci) 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) 35.7 38.9 36.8 35.7 j 34.7 34.7 j 33.6 36.8 36.8 35.7 9 Volume Ratio (cf), (8/5) 1.3 1.5 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.3 10 Reinforcing Size #5 4#5 4#5 4#5 4#5 05 4#5 45 4#5 4#5 11 Reinforcing Length (ft) 26 26 25 25 25 25 25 26 25 25 12 Grout Truck Number 7006 7006 7006 7006 7006 7006 7000 7000 7000 7000 Pump calibration date: Pump calibration strokes: 1.05. (cf. per strokes) Remarks: ** Total of 63 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. .a499rlPr7r �o I ti fit•• -,C .V,1M1 l Respectfully Submitted; _ c- Lid .. F. CASTILL0, P.E ` Field Rep.: Anthony Luna Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of ciienis; pnd.aU� orization Jprtppblication of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, exceptjiri IFwitho'� tfie:pribi written approval for 133 Material Testing Engineering, LLC. Remarks: i DX I�a`�lA°iiJ URRIAla TIE-0-Ti MUG R-(- (f( IMIRMNlG r Sti S Ea fro C:: e1 ov f+ rw 0- ft. !nf Cyr C:: ti: (I O tili 1676 West 31 PL, Hialeah FL, 33012 - Off. 786.7735871/89 - Fax. 786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES 133 PROJECT NO. 18-225 DATE 31-Aug-18 CLIENT ADDRESS CONTACT Bodax Foundations WEATHER Sunny 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 8:00 AM TIME JOB FINISHED 12:00 PM PROJECT Private Residence ADDRESS 4832 Watersong Way. Ft Pierce, FL 34949 AUGERCAST PILES LOG 1 Columns No. 57 58 59 60 61 62 63 2 Pile No. 338 339 343 344 369 342 310 3 Augered 0 (inches) 14 14 14 14 14 14 14 4 Pile Length (feet) 25 25 25 25 25 25 j 25 5 Theoretical Pile Volume (cf) 26.7 26.7 26.7 26.7 26.7 26.7 26.7 6 Number of pump strokes 35 34 35 34 33 36 35 flVolume 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) 36.8 35.7 36.8 35.7 34.7 37.8 36.8 9 Volume Ratio (co, (815) 1.4 1.3 1.4 1.3 1.3 1.4 1.4 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length (ft) 25 25 25 25 25 25 25 12 Grout Truck Number 7000 7000 7013 7013 7013 7013 7013 Pump calibration date: Pump calibration strokes: 1.05 (cf. per strokes) ** Total of 63 piles for new house. ** House piles w/ 4#5 w/ #3 ties @ 10" ox for 17 ft cage and 1#7. r• h.�''f l l I ''�. 0 � O Respectfully Submitted; fy i1A = Lu -CESAR CASTILLO,- E._��,' Field Rep.: Anthony Luna _ .Fla. Reg: #68447 •:i Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authdrization•fof piltilication 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 133 Material Testing Engineering, U.C. B ; 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 SATE SKETCH) Page 315 • A2tmJanfts, W4TGP t�Ama W9tq•b*�� T6W t1PICJd. /� ARlR�Y�l�la�mGNll7�tWl�1.tC Ns®1�p01 � mNmvJtawxJevexrstnNODwNmfunmoe xstxaeawlL •Paao•. POL 0p01tfLb VtSGRID la3 mtau- ota eeamm A cnunmlWWTAyp.WawftivU,DiQ9n,bnAv NexsTARm.W fQ�QnteD0at0.'tl'A AIW QAT{LbTRN1W. NJQ}LFnlA/yTS IM'iP.G •u ��yyjjy,y�tL��tyy((1�b11lGIm-.tDyV®TD(i1DlIRD�ttiry(QtSTQZmd •PGgram tOptY,R1tRTJR•LC1D. gw—F —A.j®VGi[RfQfaR tSINIDORe9aLL@eeNbmDm ' A]mA»IRAWRCO)4a?AN.WON1tL9NStAf1>$M1t6�Q � N•pLG ilTf•W ' N•AbC:-.yTl60b N%D 9AT9N�C.l` 2itWI1NO1NVi1@>C;®tflPNtle@laQS® Mt GOIMYPLSaI�JafRDNSiN1®. A�Qn21NWL0¢4Q J GIBW@tO®R1nAllND�®W@161®AT9OR61RT0m P � OiYL@1NOCNn�QxKiOWRCCMMAS1NOotxNTCDeSIDItWR 11t Wµ9t4D1yRSVRmxo1N�/M7tNnf AnY•1If1AAlICC Lt GRADE BEAM 4 L13 GRADE BEAM 2 NJ9. AT E16VAMR PAD N.TS- GRADE5EAFI SCHEDULE acrinrTa.rwm m wT Trn Jura e�J .. nmaernd xn n°a'mo�Y.:rrl:c.�«.�w J ttoccmt� �jy ap�.xti� �' p ge Ntaoxr d,,= Obl ft•afP W.1 /U., tfT.nR.GLLL m °ranwtpTD:•',dJY1f TntxottaJW OV 77 �:� aY GoY 0 bio-wnop+Msrt WJ W9P tt'P.x •�ca�M,aitmL,v�etC.n,n yuNtl �f��JYtlWWIW,;. nIea" A.WwwdrTmrmi��taaenm,Jacmcao a°•w1! tryftoevTf•4v• ,10.Yd,{ar ix W?.�•ieVan ��trn swuet mG1 InTM rnAdai tl T T i auura t•c•f ranee• An taawr iow awar _ �urmmr• ee ttetxet �/R i naD�T �••s�.ewo•We m , tl• Pc nh rinlMY tQ NDootrat _ _ JUYDiD Tcr aD oortm a oue-N • G1 GRADE BEAM 3 G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 tLTS N.T.& ILLS N.LS Tq 1�. TIViWA1n01m1m01n T N ado w .V PT 11 IM {M N. .V W W N• i•T ,• � PAO 4CDp•yip' 'r .�'' •i s• .� F �L� r� .: rTwcmaGwrne�-� ,� w oseJd mrd•w.vAroa , E 324 ; 37 T �� '� ` •tre h31ti 32�' • .. � ~� � .!'`'.bf� r�:�•br'.. •tl 1.l• R�0 WP .•.P TJ t. yi}'•f'`•�ft�`•1^:':! m. �V ro d•nancmt .rnttua .D•actad a•w�vuw S � � A O l Sa7 •i{r"+' .r`, WW1 • . •! C l��•I - Ny --H' _ IP - W �W S rb• � 1:T iti !, I./Io lrl�a�]� �• �kr' of A n Q A-4 PILING PLAN 81151(e. 812,1011b S12,jj I tS 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 HJOTO G R"APHJS Page 415 Figure 2: Working on Pile #310. W WW.B3Engintering.com . Al-ww�-4 77: BBMATERIAL TESTING ENGINEERING E 5 5 e n C e a f P e h f e C t i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.606.5072 - Fax. 786.606.5072 n t Pile 344 inn 1 gry� 4Z �r� g ,.p r� R � � *� �� #�„.? f � Pkn .d��'.•�.� �' Y`'� �'#' +ks,', ma`s ^v.. '-"9 .'.`�' � "�� fi w r�«; aS,t3 e� � .�_ �_• .. �..�.z.r y.i"^.-;rw...�'s.s+, � �,.=rb'3�� Figure 3: Working on Pile No. 344 Figure 4: Working on Pile No. 369 W W W.B3Engineering.com B3 MATERIAL TESTING ENGINEERING E s s e n c u o f P e r F e c C I o n 1676 West 31 PL., Hialeah FL, 33012 - 0fE 786.606.5072 - Fax. 786.606.5072 Figure 5: Working on Pile No. 341 W W W.133Engincering.com