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HomeMy WebLinkAboutPiling Log�{as6ng American 1950 West 84th Street, Hialeah, March 13, 2020 Bodax Foundations, Inc. 1101 NW 55th Street, Ft. Lauderdale, Florida 33309 Materials LLC RE: Auger Cast in-place Piles Monitoring Inspection for Homes by JMC project- New Residence located at 5120 Watersong Way, Fort Pierce, Florida 34949 (P.O. #: 10382). Dear Sir: Pursuant to your request, American Testing Materials Engineering, LLC., conducted Auger Cast in-place Pile Monitoring on 03/09/2020 and 03/10/2020 at the above referenced project. Based on our Auger Caset in-placel pile logs, it is our professional opinion that the subject 14" diameter piles were driven as per specified length and for a safe bearing capacity of thirty one (31) tons. A total of thirty (30) Auger Cast Piles were installed at this project. Please refer to the attached auger cast pile log sheet for further explanation. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this letter. Sincerely Yours, Ld Waseem Quadri, P.E. & S.I. #51481 ; # Special Inspector - Threshold Building's., President 35 years of experience in Geo -Technical, "'`;., •.,,....��� Civil, Structural and Environmental Engine�}� American Testing Materials Engineering, LLC C�cjeslingy American Testing Materials Engineering, LLC m Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services 1950 West 84th Street, HIALEAH, FL 33014 Off: 305.646-1888 Fax: 305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Page #1 CLIENT: BODAX FOUNDATIONS, INC DATE: 3(912020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence - (P.O.No. 10382) ADDRESS: 5120 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#s: 1 thru 10 1 Serial Number 1 2 3 4 5 6 7 8 9 10 2 Pile Number 1 2 3 4 5 6 7 8 9 10 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 1 28.9 1 28.9 28.9 28.9 28.9 28.9 28.9 28.9 1 28.9 6 Number of pump strokes 57 56 59 58 59 54 57 55 55 59 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 pile grout volume (cf) 32.5 31.9 33.6 33.1 33.6 30.8 32.5 31.4 31.4 33.6 9 Actual Volume divided by Theoretical Volume, 8l5 1.13 1.11 1.17 1.15 1.17 1.07 1.13 1.09 1.09 1.17 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) 29 29 29 29 1 29 29 29 29 29 29 12 1 Grout Truck Number 7010 7010 7010 7010 1 7010 7010 7010 7019 7019 7019 Remarks: Steel Spec: 30 Piles = 6-#6,with #3 ties @ 6" O.C. full Field Rep.: Yasel Arse STATE OF ,�,, c :Is,P •�j< N fully Submitted; �.7-32IIAJ ,m Quadri, P.E. #51481 Inspector (Threshold Bldg) #1154 n Testing Materials Engineering, LLC A 44 American Testing Materials Engineering, LLC Moi Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services � / °s 1950 West 84th Street, HIALEAH, FL 33014 Off: 305.646-1888 Fax: 305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Paqe #2 CLIENT BODAX FOUNDATIONS, INC JDATE 1 3/912020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence - (P.O.No.10376) ADDRESS: 5120 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile #s: 11 thru 15 1 Serial Number 11 12 13 14 15 2 Pile Number 11 12 13 14 15 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 1 28.9 28.9 28.9 1 28.9 6 Number of pump strokes 61 58 59 57 61 7 Volume per pump strokes (cf) 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume (cf) 34.8 33.1 33.6 32.5 34.8 9 Actual Volume divided by Theoretical Volume, (815) 1.20 1.15 1.17 1.13 1.20 10 Reinforcing Size 6 - #6 6 46 6 - #6 6 - #6 6 - #6 11 Reinforcing Length (ft) 29 29 29 29 29 12 Grout Truck Number 7019 1 7019 7019 7019 7019 Remarks: Steel Spec: 30 Piles = 6-#6,with #3 ties @ 6" O.C. full Field Rep.: Yasel- Arse pectfully Submitted; ze id is erT Quadri, P.E. #51481 cialAntector (Threshold Bldg) #1154 3rAan fiesting Materials Engineering, LLC r ceart„e American Testing Materials Engineering, LLC Tot Testing Laboratories -Engineering Inspection Services -Chemist •Drilling •Environmental Services m� 1950 West 84th Street, HIALEAH, FL 33014 Off: 305.646.1888 Fax: 305.646.1887 REPORT OF AUGERED CAST IN PLACE PILES Page #3 CLIENT BODAX FOUNDATIONS, INC JDATE 1 3/10/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence - (P.O.No.10376) ADDRESS: 5120 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile #s: 16 thru 25 1 Serial Number 16 17 18 19 20 21 22 23 24 25 2 Pile Number 16 17 18 19 20 21 22 23 24 25 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 1 28.9 28.9 1 28.9 28.9 1 28.9 28.9 28.9 1 28.9 1 28.9 6 Number of pump strokes 57 59 57 58 61 1 59 1 58 57 59 1 58 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 pile grout volume (cf) 32.5 33.6 32.5 33.1 34.8 33.6 33.1 32.5 33.6 33.1 9 Actual Volume divided by Theoretical Volume, (8/5) 1.13 1.17 1.13 1.15 1.20 1.17 1.15 1.13 1.17 1.15 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) 29 29 29 29 29 29 29 29 29 29 12 Grout Truck Number 8001 8001 8001 8001 8001 8001 8001 8001 8000 8000 Remarks: Steel Spec: 30 Piles = 6-#6,with #3 ties @ 6" O.C. full Field Rep.: Yasel Arse ........, v Eft/S S STgTE nl-� Submitted; Iri, P.E. #51481 (Threshold Bldg) #1154 Materials Engineering, LLC �ct8g++944 American Testing Materials Engineering, LLC `\ Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services C�! s/ 1950 West 84th Street, HIALEAH, FL 33014 Off: 305-646-1888 Fax: 305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Page #4 CLIENT BODAX FOUNDATIONS, INC JDATE 1 3/10/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence - (P.O.No.10376) ADDRESS: 5120 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Piles #: 26 Thru 30 1 Serial Number 26 27 28 29 30 2 Pile Number 26 27 28 29 30 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 5 Theoretical Pile Volume (cf) 28.9 28.9 28.9 28.9 28.9 6 1 Number of pump strokes 61 1 59 58 61 59 7 Volume per pump strokes (cf) 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume (cf) 34.8 33.6 33.1 34.8 33.6 9 Actual Volume divided by Theoretical Volume, (815) 1.20 1.17 1.15 1.20 1.17 10 Reinforcing Size 6 - #6 6 - #6 6 - #6 6 - #6 6 - #6 11 Reinforcing Length (ft) 29 29 29 29 29 12 Grout Truck Number 8000 8000 8000 8000 8000 Remarks: Steel Spec: 30 Piles = 646,with #3 ties @ 6" O.C. full Field Rep.: Yasel Arse \ \V l 5 "! seem ;. 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