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HomeMy WebLinkAboutLetter3931 SW 47 Ave. 4104 Davie, FL 33314 Tel: 954-584-6115 E-mail: =Iertoftoilpmbemet August 29, 2019 American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence 4500 N Hwy. AlA Fort Pierce, FL Soilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles installation for the above referenced project. Piling operation was conducted by American Foundation corresponding to the date of August 19, and 20, 2019 and installation witnessed by a representative of this office. The purpose of this site inspections was to observe and document pile installation operation only. A total number of forty seven (47) piles were placed at locations staked in the field by the owner's representative and to depths as indicated in the attached field inspection logs. Pile installation data for each pile are presented in the attached field installation logs. Following our observation of pile installation operation at the, scheduled time, and our knowledge of project documents we certify that the referenced piles were adequately installed for achieving an allowable bearing capacity of 40 tons compression and 12 tons tension respectively. Sincerely, SoilpyAe Engineering & Testing, Inc. _ LIg l Enc. N5.37334 Pile installation logs Location sketches File Cop SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4500 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Lot#9 Steel Specs: Auger Cast Pile With (6) #6 full length bars with #3 ties @4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Strokes Pump Actual Grout Amt. C.Y. Grout Factor Ki s P comp tension Date: August 19, 2019 Notes 1 1 2:43 30 1.50 100 2.15 1.43 80 24 Start 1:18 Arrived 12:50 2 2 2:32 30 1.50 110 2.37 1.58 80 24 ADONEL #7019 9 cy 3 3 2:33 30 1.50 108 2.32 1.55 80 24 4 4 2:38 30 1 1.50 - 100 2.15 1.43 80 24 Stop 1:54 5 5 2:29 30 1.50 99 2.13 1.42 80 24 IStart 2:51 Arrived 2:47 6 6 2:31 30 1.50 100 2.15 1.43 80 24 ADONEL #7018 9 cy 7 7 2:35 30 1.50 98 2.11 1.40 80 24 8 8 2:59 30 1.50 105 - 2.26 1.51 80 24 9 9 2:36 30 1.50 102 2.19 1.46 80 24 Stop 3:30 Start 3:31 10 1 10 3:45 30 1.50 109 2.34 1.56 80 24 ADONEL #7017 Arrived 3:05 11 11 2:50 30 1.50 1 100 2.15 1.43 80 24 9 cy 12 12 2:38 30 1.50 102 2.19 1.46 80 24 13 13 2:37 30 1.50 112 2.41 1.61 80 24 Stop 4:13 14 14 2:31 30 1.50 105 2.26 1.51 80 24 Start 4:21 Arrived 3:53 15 15 2:50 30 1.50 107 2.30 1.53 80 24 ADONEL #8000 9 cy 16 16 3:00 30 1.50 ill 2.39 1.59 80 24 17 17 3:21 30 1.50 98 1 2.11 1.40 80 24 Stop 5:25 18 18 2:24 30 1 1.50 106 2.28 1.52 80 24 Start 5:29 Arrived 5:20 19 19 3:00 30 1.50 102 2.19 1.46 80 1 24 JADONEL #8001 9 cy 20 20 2:50 30 1.50 107 2.30 1.53 1 80 1 24 IStop _ 6:00 Pag.:1/3 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi S011XROBE ENGINEERING & - 40 comp TESTING, INC. ADDRESS: 4S00 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Lot #9 Steel Spec's: Auger Cast Pile With (6) #6 full length bars with #3 ties @4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: August 20, 2019 Notes 1 21 2:43 30 1.50 100 2.20 1.47 80 24 Start 7:06 Arrived 7:00 2 22 2:32 30 1.50 101 2.22 1.48 80 24 ADONEL #8000 9 cy 3 23 2:21 30 1.50 98 2.16 1.44 80 24 4 1 24 2:27 30 1.50 1 99 2.18 1 1.45 80 24 5 25 2:25 30 1.50 124 2.73 1.82 80 24 Stop 7:56 Start 7:56 6 26 2:43 30 1.50 107 2.35 1.57 80 24 ADONEL #7014 Arrived 7:50 7 27 2:33 30 1.50 112 2.46 1.64 80 24 Test taken 9 cy 8 28 2:50 30 1.50 110 2.42 1.61 80 24 Stop 8:35 9 29 2:34 30 1.50 105 2.31 1.54 80 24 Start 9:16 Arrived 8:24 10 30 2:30 30 1.50 100 2.20 1.47 80 24 ADONEL #4009 9 cy 11 1 31 2:21 30 1.50 1 102 2.24 1 1.50 80 24 12 32 2:30 30 1.50 110 2.42 1.61 80 24 13 33 2:35 30 1.50 140 3.08 2.05 So 24 Stop 10:36 Start 10:36 14 34 3:00 30 1.50 100 2.20 1.47 80 24 ADONEL #7012 Arrived 10:22 15 35 2:46 30 1.50 99 2.18 1.45 80 24 9 cy 16 36 2:48 1 30 1.50 98 2.16 1.44 80 24 17 37 2:40 30 1.50 100 2.20 1.47 80 24 Stop 11:18 Start 11:19 18 1 38 2:58 30 1.50 98 2.16 1.44 80 24 ADONEL #8000 Arrived 10:48 19 39 2:38 30 1.50 100 1 2.20 1.47 80 1 24 1 9 cy 20 1 40 2:46 30 1.50 102 1 2.24 1.50 80 1 24 I Pag.: 2/3 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) POOL Logged By: AO 5000 psi SfIILPROBE ENGINEERING & 40 comp �TE$TLNG,'INC. ADDRESS: 4500 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL = Field Notes: Lot #9 Steel Spec's: Auger Cast Pile With (6) #6 full length bars with #3 ties @4" O.C. @ top of pile and @10" O.C. @ balance ' Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAnn't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grout Factor IO ps comp tension Date: - August 20, 2019 Notes 1 41 2:27 30 1.50 98 2.16 1.44 80 24 Stop 12:18 Start 12:18 2 42 2:33 30 1.50 105 2.31 1.54 80 24 ADONEL 97004 Arrived 11:00 3 43 2:34 30 1.50 115 2.53 1.69 so 24 9 Cy 4 44 2:34 30 1.50 110 2.42 1.61 80 24 Stop 12:47 5 1 45 2:28 30 1.50 1 110 2.42 1.61 80 24 Start 1:46 Arrived 1:10 6 46 2:47 30 1.50 98 2.16 1 1.44 80 24 ADONEL #7011 9 cy 7 47 2:43 30 1.50 99 2.18 1.45 80 24 Stop 2:30 8 9 10 11 12 13 14 15 16 17 18 19 20 Pag.: 3/3 sane I I 3 \ Y � M ' p LOT 9 I 2 .� 14, zags 4Bf2 P? I 4 - � 1T" 9 ,tW I� TfLM -rash I 8 6� I 9 \1 qtQ d d I � 27 I 20 LOT 9 tiJ SOILPROBE ENGINEERING AND He Location Sketch TESTING American Foundation Lot 99 3931 SW 47" Ave. #104 4500 N Hwy AIA Davie, Fl, 33314 Fort Pierce, FL Tel. (954) 584-6115 AUGER -CAST PILE LAYOUT ryc a V SOILPROBE ENGINEERING AND Pile Location Sketch TESTING American Foundation Lot #9 3931 SW 4r Ave. #104 4500 N Hwy AlA Davie, FL 33314 Fort Pierce, FL TeL (954) 584-6115