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Home My WebLink AboutPILE LOG - 4800 WATERSONG WAY133 MATERIAL TESTING ENGINEERING 3111 E S s e n c e o f P e r IF e c f i o n 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773-5871/5889 - Fax. 786.615-5801 January 6, 2021 Project No. 20-0560 Bodax Foundations, Inc. 1101 NW 551h 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, BIII 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. �.j �54iir rJf � a � Respe'c f �Ja bm ft �� -1 Dario ,Her`r t Florida Re'696 BIII Material'T�ift,,Ln�ering, LLC. Page114 B3 MATERIAL TESTING ENGINEERING E s e n c, e p 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 JG ER.ED 0 A IfT PALE LOG Page 21 133 MATERIAL TESTING ENGINEERING C. 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 4-Jan-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 10:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 4800 Watersong Way Fort Pierce, FI 34949 /G��LeI �:tiTer.�i 71 �i i�Te1 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 67 72 69 60 76 69 75 74 7 Volume per Pump Strokes (cf) 0.57 F68 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), (815) 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 rump calloratlon Gate: 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. Respectfully Submitted; Da ri o A►. flOrre ro,13. E Field Rep.: A.C. Fla. Rg#67796 As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authoritatjbii oP,pup�iaatibn 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 B III i , . r, , i, C. , t . , < I r' r, 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 4-Jan-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 10:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 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 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 (co 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 (cf), (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 0 Respectfully Submitted; .ti t> �` ��a `` �, f a o: ° errerQR.E"' �! Field Rep.. A.C.,la.vfFeg 96 3 G Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and 6utH6riza1io f u �lication of statements, _p� conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fu(I without the prior written approval for B3 Material Testing Engineering, L-C. 133 MATERIAL TESTING ENGINEERING E3 III 1 C' 1{ 1 e, 7 I' " 1 f " , i. <, tl 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. 20-0560 DATE 4-Jan-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 10:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 4800 Watersong Way Fort Pierce, FI 34949 AUGFRCAST PII FS I nf; 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 (cf) 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 38.2 37.1 49.6 39.9 41.0 42.8 47.9 9 Volume Ratio (cf), (815) 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 ru111p Lduurduon aaie: 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. Field Rep.: A.C. Respectfully Submitted; o. �^ Dank, As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authoFi 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. w4ten approval for 63 133 MATERIAL TESTING ENGINEERING B III f- ri � U 1, [: r S f 1 re 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 ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 9:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 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 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 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 (co, (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, (815) 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 Reinforcing Length (ft) 27 27 27 27 27 27 27 27 27 27 E12 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 43 ties @10"o.c. for 15 ft cage & 1#7 full. Respectfully Submitted; Q�rip )'�He i rp4P.E F Field Rep.: A.C.--------------------- �� Ygs #679G N;, 7 Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and a(q*rzati o .pubP�cat�op ot'statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be repro[luced, except,ip full {vith�lp�iitlrJJ�vri2ten approval for 83 Material Testing Engineering, LLC d 1 4 A d it A k?` i t R 133 MATERIAL_ TESTING ENGINEERING 1676 West 31 PL., Hialeah FL, 33012 - Off. 786.773.5871/89 - Fax. 786.615-SRn1 REPORT OF AUGERED CAST IN PLACE PILES 63 PROJECT NO. 20-0560 DATE 5-Jan-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 9:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 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 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 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 (co, (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), (815) 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 0000 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. Field Rep :- Respectfully Submitted; DarH �` E w A.C. Fla'.L! 'fteg'b779 rj, � }.. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and autjioPi,atibne r 0 n°of'st.atements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except in fiulLwitfjQ, L� the,prior wntfen approval for 133 Material Testing Engineering, LLC. 133 MATERIAL_ TESTING ENGINEERING 1 I' f �> d� 1676 West 31 PL., Hialeah FL, 33012 -Off, 786.773.5871/89 - Fax. 7R6-d;1 S SRm REPORT OF AUGERED CAST IN PLACE PILES 63 PROJECT NO, 20-0560 DATE 5-Jan-21 CLIENT ADDRESS CONTACT Bodax Foundations 1101 NW 55th Street. Fort Lauderdale, FL 33309 Michael Hassam 954-771-7888 WEATHER Sunny TIME JOB STARTED 9:OOAM TIME JOB FINISHED 5:OOPM PROJECT ADDRESS Private Residence 4800 Watersong Way Fort Pierce, FI 34949 AUGERCAST PILES LOG 1 Columns No. 49 50 51 52 53 54 55 1 56 57 2 Pile No. 5 16 28 15 56 35 24 57 25 3 Augered O (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 (cf), (6*7) 36.5 39.9 38.2 34.2 46.7 44.5 37.1 45.6 47.3 9 Volume Ratio (cf), (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 1 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 & 147 full. Field Rep l{d Respectfully Submitted r' 8 Daritopj A.C. FIB: Re ..# 7796 .c Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and aothorll tion`for p lication of statements, conclusions or extracts from our reports is reserved. In accordance with ASTM E329 this report shall not be reproduced, except �.!, . in fullVifHo o9qe prior written approval for B3 Material Testing Engineering, H-C. 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