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Home My WebLink AboutEngineering for cast pile monitoring 037�f 3111 R3 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 August 9, 2021 Project No. 21-0410 Bodax Foundations, Inc. aECEIveD 1101 NW 55th Street Ft Lauderdale, FL 33309 pecm�ttin9 Coun gent St.to je 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 inplace 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. s h�♦ f`l.. _ i ml ar�lgeyrero, �' BIIIg1Oeij1g On'4*l ngineering, LLC. BjAAAAAAA.9� ' yig Y At AL uv a 14 B3 MATERIAL TESTING ENGINEERING 3111 E s s e n c. e o f P e r f e c _C i o n 1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5871J5889-Fax.796.615-5801 . AkUGER.ED CAST PALE LOG Page 2 4 B3 MATERIAL TESTING ENGINEERING E S ri C C- o f P e 1. 1 C- 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. 21-0410 DATE 30-Jul-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:30 AM CONTACT Michael Assam ITIME JOB FINISHED 5:45 PM PROJECT Caruso Residence(House) ADDRESS 4805 Watersong Way, Ft.Pierce 34949 AUGERCAST PILES LOG 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 70087 70708 7008 8001 Pump calibration date: Pump 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; l ` : bar" Heytero,P.E. Field Rep.. David C f i; Fta..Reg.�4 71 6 �1 As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property df cliehts,and aufhorization for p l licatjgn of statements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reproduced,.excegt in�{Q . ,� .holVRe'p rbjvritten approval for 63 Material Testing Engineering,L-C. 1' l wti n A� 3: r,a:>T� !�d'aAddl365.9b I 133 MATERIAL TESTING ENGINEERING F_ s s e n c c o f P t-- r f e c t 1 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. 21-0410 DATE 30-Jul-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:30 AM CONTACT Michael Assam TIME JOB FINISHED 5:45 PM PROJECT Caruso Residence(House) ADDRESS 4805 Watersong Way, Ft.Pierce 34949 I AUGERCAST PILES LOG 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 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 52 52 52 51 51 52 52 49 51 48 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) 54.6 54.6 54.6 53.6 53.6 54.6 54.6 51.5 53.6 50.4 9 Volume Ratio(cf),(8/5) 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 Pump calibration date: Pump 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; IT, Da i Fle-1P.6:;. Field Rep.: David C '' , �', Flaveg.#67796 'y Asa mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clienjs¢and at tiop,fo6 pu 4q�ation of statements, conclusions or extracts from our reports is reserved.In accordance with ASTM E329 this report shall not be reprodbeged,(e)ke m fulll- 6t e prior written approval for 83 Material Testing Engineering,LLC. i° � •� :21 133 MATERIAL TESTING ENGINEERING E G 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. 21-0410 DATE 30-Jul-21 CLIENT Bodax Foundations WEATHER Sunny ADDRESS 1101 NW 55th Street. Fort Lauderdale, FL 33309 TIME JOB STARTED 9:30 AM CONTACT Michael Assam TIME JOB FINISHED 5:45 PM PROJECT Caruso Residence(House) ADDRESS 4805 Watersong Way, Ft.Pierce 34949 AUGERCAST PILES LOG 1 Columns No. 21 22 23 24 25 26 2 Pile No. 13 14 9 5 15 8 3 Augered 0(inches) 14 14 14 14 14 14 4 Pile Length (feet) 26 26 26 26 26 26 5 Theoretical Pile Vo(ume(cf) 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 V17005 7005 7005 7005 Pump calibration date: Pump 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;•: 0 lij Field Rep.. David C la. .96 FQ , fj 7i r As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorjzatioa for publrEdfion of staterflenj',v, „^ 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 w�ittaiQv 14£Dr•+B3" Material Testing Engineering,LLC. 1 _ FIF��s�66 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 I SATE SK ET CH P age 3 4 o -`=�-"3 C��► � - 21p� A-V FRS P I Lk: �N��r�� CARURO RESIDENCE RTRII%T%RAL PLANK ` 'I� '3--" � ,t i ail :� .� �' w..w..A•M,, T il_.... ---�=zP i--�:--�.;;•.-'e�. 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' arm ;ucw: - EN LARDED INTER 6ECTION bE�f Mff_ILE ENLARREb BEIAMIPI Lg a•• •v` '`n�CPA n.A.+.na nWIE B:W�PIF/9Li%YAK ew.a.•n a� an PILE DETAIL if 63 MATERIAL TESTI" ENGINEERING E .s B e n c e o f p e r f e c t i o n 1676 West 31 PL.,Hialeah FL,33012-Off.786.713-5871/5889-Fax.786.615-5801 - DA]LY TAME SHJEETS� Page414 f B3 MATERIAL TESTING ENGINEERING E s s e n c e o f P e r f e c t i o n I 1676 West 31 PL.,Hialeah FL,33012-Off.786.773-5971/5999-Fax.786.615-5801 3111 DAILY TIME SHEET 'CLIENT NAME, "DATE ADDRESS: PROJECT.. - ----- - - - -- . .. PR..OJECT ADDRESS L O'A (06V6-� W� h } �ie>r JLIgliq ........ ...__.." -- . ....._._...... . - e, -77 TIME'STARTED (� TIME END" �_ �_.►A TRAVELING TIME < -- _...._ .:_..-...------ ... ..... ... . .... _ _. _._..__..__... COMMENTS: `�lL�� !� �/� i ��S : - - , �. - -.-.. _... LPrepared by: Approved by: Page 1 � 1