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HomeMy WebLinkAboutEngineering a 133 MATERIAL TESTING ENGINEERING 3111 E s s e n c e o f P e r •f e c t i o r) 1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5871/5899-Fax.786.615-5801 January 6, 2021 Project No. 20-0560 Bodax Foundations, Inc. 1101 NW 551 Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for the Private Residence located at: 4800 Watersong Way., Fort Pierce, Florida 34949 Dear Sir, Pursuant to your request, Bill MATERIAL TESTING ENGINEERING, LLC. conducted Auger Cast Pile monitoring for the above-referenced location on January 4 and 5, 2021. The work involved the installation of-fifty-seven (57) 14" diameter cast in place house piles with a load capacity of 30 tons. The approximate grout volume used was 2,250.9 c.f. (83.37 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. �,Rl o P9 f+11 O n �S /�s Respec ubmitt�d�, vim, Cn Dario Florida Reg�'' #6 °a�� �Q Bill Materia1%0#1h l Veering, LLC. 1 i P a g e 1 4 . 3111 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.786.773-5871/5889-Fax.786.615-5801 AAJGER,ED C'A,z PALE .LOG Page 2 4 83 MATERIAL TESTING ENGINEERING E s e r-) C e a f P e r f e C t i o r-1 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. 20-0560 DATE 4-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:OOAM CONTACT Michael Hassam 954-771-7888 TIME JOB FINISHED 5:OOPM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949^ AUGERCAST PILES LOG 1 Columns No. 1 2 3 4 5 6 7 8 . 9 10 2 Pile No. 1 2 36 45 46 13 14 26 37 48 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 71 68 67 72 69 60 76 69 75 74 7 Volume per Pump Strokes(co 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) 40.5 38.8 38.2 41.0 39.3 34.2 43.3 39.3 42.8 42.2 9 Volume Ratio(cf),(8/5) 1.4 1.3 1.3 1.4 1.4 1.2 1.5 1.4 1.5 1.5 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 7010 7010 7010 7010 7010 7010 7015 7015 7015 7015 Pump calibration date: Pump calibration strokes: 0.57 (cf.per strokes) Remarks: *57 House piles-5#5 with#3 ties @10"o.c.for 15 ft cage & 1#7 fulLCn,r,ta r` Respectfully Submitted; M1`n u C s F-• - ZIV Field Rep.. A.C. Fla�l� ,e: As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,-and autt6 itaiiao 6'HdpViaatibii 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 E s e n c r 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. 20-0560 DATE 4-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:OOAM CONTACT Michael Hassam 954-771-7888 ITIME JOB FINISHED 5:00PM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 11 12 13 14 15 16 17 18 19 20 2 Pile No. 50 51 49 39 .52 53 54 55 34 8 3 Augered O(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 72 78 76 73 67 75 64 62 61 60 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(ci), (6*7) 41.0 44.5 •43.3 41.6 38.2 42.8 36.5 35.3 34.8 34.2 9 Volume Ratio(cf),(8/5) 1.4 1.5 1.5 1.4 1.3 1.5 1.3 1.2 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) 27 27 27 27 27 27 27 27 27 27 12 Grout Truck Number 7015 7008 7008 7008 7008 7008 6000 6000 6000 Pump calibration date: Pump calibration strokes: 0.57 (cf.per strokes) Remarks: *57 House piles-5#5 with#3 ties @10"o.c.for 15 ft cage & 1#7 full. Pile#51 was done with truck#7015 &truck#7008 Respectfully Submitted; `-n , Field Rep.: A.C. �7Z960' As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and�u;N riza�8t f� AahUtion of statements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,except in full Wthout-the prior written approval for B3 Material Testing Engineering,LLC. 133 MATERIAL TESTING ENGINEERING c 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.786.773.5871/89-Fax.786.615.5801 REPORT OF AUGERED CAST IN PLACE PILES B3 PROJECT NO. 20-0560 DATE 4-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 10:OOAM CONTACT Michael Hassam 954-771-7988 TIME JOB FINISHED 5:OOPM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 21 22 23 24 25 26 27 28 2 Pile No. 20 9 21 10 22 11 33 44 3 Augered 0(inches) 14 14 14 14 14 14 14 14 4 Pile Length (feet) 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 6 Number of pump strokes 69 67 65 87 70 72 75 84 7 Volume per Pump Strokes(co 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 8 Actual Grout Volume(co, (6*7) 39.3 38.2 37.1 49.6 39.9 41.0 42.8 47.9 9 Volume Ratio(ct),(8/5) 1.4 1.3 1.3 1.7 1.4 1.4 1.5 1.7 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length(ft) 26 27 27' 27 27 26 26 27 12 Grout Truck Number 6000 6000 6000 7011 7011 7011 7011 7011 Pump calibration date: Pump calibration strokes: 0.57 (cf.per strokes) Remarks: *57 House piles-5#5 with#3 ties @10"o.c.for 15 ft cage & 1#7 full. .ttt� 'i�rrtr�. -- . Respectfully Submitted; o 6� ILQ,,!� r o DaiQj Field Rep.: A.C. Fla'Keg•. 7�9� C-1, As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and auto fiii Ion fP�c iiii k ostatements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,except in ful(Wit�o�u'I 6`, iPb Oit'ten approval for 83 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 133 PROJECT NO, 20-0560 DATE 5-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:OOAM CONTACT Michael Hassam 954-771-7888 TIME JOB FINISHED S:OOPM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 29 30 31, 32 33 34 35 36 37 38 2 Pile No. 4 3 47 38 27 40 42 43 32 23 3 Augered 0(inches) 14 14 14 14 14 1.4 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 69 65 69 67 60 70 60 73 . 67 66 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) 39.3 37.1 39.3 38.2 34.2 39.9 34.2 41.6 38.2 37.6 9 Volume Ratio(co,(8/5) 1.4 1.3 1.4 1.3 1.2 1.4 1.2 1.4. 1.3 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 7010 7010 7010 7010 7010 7010 8001 8001 8001 8001 Pump calibration date: Pump calibration strokes: 0.57 (cf.per strokes) Remarks: *57 House piles-5#5 with#3 ties @10"o.c.for 15 ft cage & 1#7 full. tiizip>w y Respectfully Submitted; , �l 0 He q P.E. } Field Rep.: A.C. #67 6' As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,5n,a 1 O'tzat{ .public��f`o�ofttatements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,excepl:'iq uu lI NithLQ jrrjtten approval for 133 Material Testing Engineering,LLC. d e d p y!t l E3133 MATERIAL.. TESTING ENGINEERING E s' s -e rZ c e o IF e r IF c C 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. 20-0560 DATE 5-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS . 1101 NW 55th Street. Fort Lauderdale, FL 33809 TIME JOB STARTED 9:OOAM CONTACT Michael Hassam 954-771-7888 TIME JOB FINISHED •5:00PM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 39 40 41 42 43. 44 45 46 47 48 2 Pile No. 12 31 19 7. 6 17 30 18 41 29 3 Augered O'(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 65 59 69 62 70 65 ' 62 67 65 66 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) 37.1 33.6 39.3 35.3 39.9 37.1 35.3 38.2 37.1 37.6 9 Volume Ratio(cf),(8/5) 1.3 1.2 1.4 1.2 1.4 1.3 1.2 1.3 1.3 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 8001 8001 6000 6000 6000 6000 6000 6000 7010 7010 Pump calibration date: Pump calibration strokes: 0:57 (cf.per strokes) Remarks: *57 House piles-5#5 with#3 ties @10"o.c.for 15 ft cage & 1#7 full. _ •+i �.ti 1d_ A 4� '.\�4 •i�.Sr�J Respectfully Submitted; Two d Dar'� ,Herr.; E e Field Rep.: A.C. FIa,`fg. b779 ' Asa mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of'clients;and aut�art, 48n --�tion�f�SCatements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,except in full i 1 theiprior�iritten approval for B3 Material Testing Engineering,LLC. s t 1 B3 MATERIAL T E STING ENGINEERING E 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. 20-0560 DATE 5-Jan-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:OOAM CONTACT Michael Hassam 954-771-7888 TIME JOB FINISHED 5:90PM PROJECT Private Residence ADDRESS 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 49 50 51 52 53 54 55 56 57 2 Pile No. 5 16 28 15 56 35 24 57 25 3 Augered 0(inches) 14 14 14 14 14 14 14 14 14 4 Pile Length (feet) 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 6 Number of pump strokes 64 70 67 60 82 78 65 80 83 7 Volume per Pump Strokes(co 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 8 Actual Grout Volume(co, (6*7) 36.5 39.9 38.2 34.2 46.7 44.5 37.1 45.6 47.3 9 Volume Ratio(c�,(815) 1.3 1.4 .1.3 1.2 1.6 1.5 1.3 1,6 1.6 10 Reinforcing Size 4#5 4#5 4#5 4#5 4#5 4#5 4#5 4#5 4#5 11 Reinforcing Length(ft) 27 26 27 27 27 27 27 25 26 12 Grout Truck Number 7010 " 7010 7010 7010 7011 7011 ' 7011 7011 7011 Pump calibration date: Pump calibration strokes: 0.57 (cf.per strokes) Remarks: *57 House piles- 5#5 with#3 ties @10"o.c.for 15 ft cage &1#7 full. A. .rFtFFTe. - �S Respectfully Submitted; Dario.:,HeI'II��'{� f Field Rep.: A.C. FIPR'e ,##�Z796 As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and at1lbbf tet�rIin�ford pU6lication of statements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,except in full, :46,tjnt pri,6r written approval for B3 Material Testing Engineering,LLC. 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 SITE S1"'ETCH Page314 i 2 3 5 5 0 7 8 D 10 17 12 1 13 ih 15 18 z _ ' — NblYLVTP6G• r,a rop �o N eeA¢so avow.Amz.�rPresrarTA�momn+wrwcannae na�rtKuc.r avrr .v a.v sBBr� N rvarQ •r DAx rrncu xrExwroAvrmxYwvmw.eo�x Nv<anmvm wn�x sxAv.w anmemr ^s•rati�Te xa movri.`v¢ne�uaac a , ryF yY 5lr1PMRiWRNMI4C¢SMncWINTD NLMHIL PrsND1rYU xY.D I —I k•.mt ro2¢� HAD e COY.¢rE rC1IF�N0 TDGVDE MlMNLR3E1Mn0ed 1W)GRA¢NID bT[NR'M8 Saed MR<�aloab°A4_ArNDdATILMT YVNAL 1¢rdNRLvtMr2 r — �� N�LT G��NPFGSM�iJJ1��NN�bI�YATVi�xMRffnr ' o'fN/®b KlnNrmvNblm.41unioAt MotNwh 1WS.tnmQ �0 — W(dE1r51NLL BLl®D ATNLNlSAW IbfN•OD'ODNrTMNDeCt MIDtL 6 " 4(fY1BriLY STAH£TD!@wdIRLwE M1gT5ROM1(¢zIMFA¢Ma4EUA'JPFILL NA �-- • •Ik+r5iaMfn�rortf M waA¢�[m Tor¢LMIY.��WLcatsGTd AMxM+f y Fl+OVC!AMdiM GPA92 QIMNIIMIITM Sa1ID5NDVa&d N11eM (U y pOtiaT • _ 1a.18[D.OI YEfNO<NIMYB:0.HJ�NixaRv6P.lLL.ir.NOHeLM NLL ..vuA�PpCF.gGNONLNf<V�NMIgMAttNIM1BW_MCWLf63Ht •IPM CW[l •PLL¢o. 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GRADE BEAM SCHEDULE K .woe f E,—�r.>x,re,• o�nrn, oeeocrrw+ � _ar_,�r, °I'OIX�p1'°r'� a _ r°• -'aec - ocv.eLe -1 ni•, r:,e aT: �cr.wL� �° •ra`r _ v4 _ c°wo,ee.� srcr ke eMo Y•ii w roro°uzlci°i n wr >; ra Y. rna a,o o ae coocr`see'yno°c a �W 1 - -y& WO 0 I IT•. �1 ® °D"r rswr �q•rT*L raec mtl yz 'L w•ro+r�e � :ver`.e' 8?�----, .r' ?-'1r , r+ — — � _ — � owe i meebrrcTr uyevR vuvc �e,w� — — wi eearo r,,.aaa �z 33 HY amsw L `m�°ow" ` :.awe. — rewe. �erxw YIY 70 f A"n".WePwee FoJSLY SeYy,•,ae'^,,. UrtYAeTe•D anrtaR H .c.a a�.eov_.�.o""eo`::�•L — — im m�'ira go G1 GRADE BEAM 3 G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 Z L ltyA N.T.S a- G G ,xclnw,ra>--,c c c� �� 9 $ 59 57 a i o - - F I 'T , 1 f:( r et �, P I �]1 _- ,A�rep°ip'y,L '.� Ge%�C aaiedirtll°'�vAFCA A 4 ea Ea o•.[R rtraur< riL•e• E `� ..w re�eeu ra�.t->Fa o Qr W 3 Ntiv ,I YlY ! ar a o ,. Z6 n Le,woce d°oc"Y'«e.vv , .••` —�-i-.� rw irrATeo e¢Lcnn..er aL ,7 I I.v.+ C �,.� 1 - ATE]• � �© L_� � ' ,�,.- S" _� C II r�?•..;a 1 .� .a 1���i � cam-,]'- g r .r 4 �a r•r DATE I �I r�=1 _ s 4 ° s _ I'•.:I 2 3• _ Tq:.: _ 5` =��_, $� TtP. q 10 A Q A-4 PiLING PLAN ,O I i I 2 I 3 I 1 5 I 6 I 7 8 a 10 1 it 12 13 I lh 15 I IG ® i / 4IZl 28 P:les ► v1Stalle� i 151 zi 2q P 11ed