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HomeMy WebLinkAboutSOILPROBE ENGINEERING AND TESTING INC.April 16, 2019 American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence 4410, 4416, 4422 N Hwy. AlA Fort Pierce, FL o4 40 393�_90SW 47we. #10 Davie, FI. 33314 Tel: 954-584-6115 E-mail: rcoletto soilprobe.net SCANNED St. LBy ,06 co""ty 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 April 16, 17, 18, 19, and 23, 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 one hundred and ninety (190) 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, Soilprgble-Fugineering & Testing, Inc. No 37334 Enc. Pile installation logs Location sketches '`71L3reeiT7'Sg 1S t%ZE eSSeYlC2? �4r 4ja r7 ; r . . . . . . . . . . . . . . . . . . vfsczence and teclznology�,� ' k ��� ;€ � � "' SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT. PROPOSED TWO-STORY RESIDENCE & Contractor. SION HOMES GroutSpec's Load Bearing POOL Logged By: AO � 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10".O.C. @ balance (tons) . Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pm lee Actual Grout Amt. C.Y. Grout Factor Kips ps comp tension Date: April 16, 2019 Notes 1 1 2:20 30 1.50 50 2.05 1.36 80 24 Start 7:33 Arrived 7:30 2 2 2:00 30 1.50 50 2.05 1.36 80 24 ADONEL #4416 9,cy 3 3 1:59 30 1.50 51 2.09 1.39 80 24 4 4 2:32 30 1.50 50 2.05 1.36 1 80 24 IStop 8:20 1 5 5 1:48 30 1.50 48 1.96 1.31 80 24 Start 8:24 Arrived 8;18 6 6 2:12 30 1.50 50 2.05 1.36 80 24 ADONEL #4009 9 cy 7 7 2:23 30 1.50 49 2.00 1.34 80 24 1 8 8 2:00 30 1.50 48 1.96 1.31 80 24 9 9 2:00 30 1.50 59 2.41 1.61 80 24 Stop 9:25 Start 9;25 10 10 2:40 30 1.50 64 2.62 1.75 80 24 ADONEL #7004 Arrived 915 11 11 2:16 30 1.50 50 2.05 1.36 80 24 1 9 ICY 12 12 1:45 30" 1.50 53 2.17 1.45 80 24 Stop 10:15 Start 13 13 1:47 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 19:0D 14 14 2:33 j 30 1.50 50 2.05 1.36 80 24 9�cy 15 15 2:15 30 1.50 55 2.25 1.50 80 24 16 16 2:29 30 1.50 56 2.29 1.53 80 24 Stop 11:00 Start 19:00 17 17 2:18 30 1.50 51 2.09 1.39 80 24 ADONEL #7016 Arrived 10:37 18 18 2:22 30 1.50 51 2.09 1,39 80 24 1 Test taken 9 cy 19 19 2:16 30 1.50 52 2.13 1.42 80 24 20 1 20 1:53 30 1.50 52 1 2.13 1.42 80 24 1 7 Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Auger Depth Theorical Actual Date: Pile I.D. Time (feet) Grout Am't Pump Grout Amt. Grout ]UPS Strokes Factor MIN. C.Y. C.Y. comp tension Load Bearing 40 12 tension April 16, 2019 Notes (tons) - omp 1 21 2:07 30 1.50 53 2.17 1.45 80 24 IStop 11:28 Start 11:29 2 22 2:17 1 30 1.50 54 2.21 1.47 80 24 ADONEL #4009 Arrived 11:00 3 23 3:00 1 30 1.50 50 2.05 1.36 80 24 9'cy 4 24 2:16 30 1.50 52 2.13 1.42 8o 24 5 25 2:32 30 1.50 50 2.05 1.36 80 24 Stop 1:04 Start 1 04 6 26 2:42 30 1.50 52 2.13 1.42 80 24 ADONEL #8001 Arrived 1�:29 7 27 2:26 30 1.50 50 2.05 1.36 80 24 g cy 8 28 2:31 30 1.50 55 2.25 1.50 80 24 9 29 3:04 30 1.50 50 2.05 1.36 80 24 10 30 2:11 1 30 1.50 52 2.13 1.42 80 24 Stop 1:50 Start 1 50 11 31 1:59 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 100 12 32 1:56 30 1.50 50 2.05 1.36 80 24 Testtaken 9 cy 13 33 2:23 30 1.50 48 1.96 1.31 80 24 14 34 2:13 30 1.50 56 2.29 1.53 80 24 Stop 2:25 15 35 2:00 30 1.50 52 2.13 1.42 80 _ 24 Start 2:31 Arrived 1J40 16 36 1:56 30 1.50 60 2.45 1.64 80 24 JADONEL #7016 9 cy 17 37 2:07 30 1.50 60 2.45 1.64 80 24 18 38 2:19 30 1.50 53 2.17 1.45 80 24 19 39 2:49 30 1.50 54 2.21 1.47 80 24 Stop 3:07 Start 3107 20 40 2:13 30 1.50 52 2.13 1.42 80 24 ADONEL #7004 Arrived 238 Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SIGN HOMES GroutSpec's PROJECT: Load Bearing POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance (tons) , Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor ICiPs comp tension Date: April 16, 2019 Notes 1 41 2:14 30 1.50 52 2.13 1.42 8o 24 9, cy 2 42 2:34 30 1.50 52 2.13 1.42 80 24 3 43 2:39 30 1.50 59 2.41 1.61 80 24 Stop 3:47 Start 3:47 4 44 2:39 30 1.50 50 2.05 1.36 80 24 JADONEL #4009 Arrived 3:15 5 1 45 2:05 30 1.50 58 2.37 1.58 80 24 9,cy 6 46 2:20 30 1.50 55 2.25 1.50 80 24 1 7 47 2:26 30 1.50 60 2.45 1.64 80 24 Stop 4:22 Start 4�22 8 48 2:13 30 1.50 53 2.17 1.45 80 24 ADONEL #8001 Arrived 4E04 9 49 2:15 30 1.50 50 2.05 1.36 80 24 91cy 10 50 2:51 30 1.50 52 2.13 1.42 80 24 Stop 5:00 11 12 13 14 15 16 17 18 19 20 Pag.: 3/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: 'SION HOMES Grout Spec's POOL Lagged By: AO 5000 psi Load.Bearing SOILPROBE ENGINEERING & 40comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Pump Strokes. Actual GroutAmt. C.Y. Grout Factor - Kips comp tension Date: April 17, 2019 Notes 1 51 2:24 30 1.50 50 2.08 1.38 80 24 Start 7:30 Arrived 7�20 2 52 2:39 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 9]cy 3 53 2:36 30 1.50 50 2.08 1.38 80 24 4 54 2:43 30 1.50 50 1 2.08 1.38 1 80 24 Stop 8:19 5 55 2:56 30 1.50 52 2.16 1.44. 80 24 Start 8:24 Arrived 8 08 6 56 2:34 30 1.50 49 2.03 1.36 80 24 ADONEL #8001 Test taken 9 cy 7 57 3:14 30 1.50 48 1.99 1.33 80 24 8 58 3:10 30 1.50 51 2.12 1.41 80 24 9 59 2:55 30 1.50 50 2.08 1.38 80 24 Stop 9:13 Start 913 10 60 2:15 30 1.50 55 2.28 1.52 g0 24 ADONEL #7010 Arrived 907 11 61 2:28 30 1.50 50 2.08 1.38 80 24 9 cy 12 62 2:52 30 1.50 55 2.28 1.52 80 24 13 63 2:05 30 1.50 53 2.20 1.47 80 24 Stop 10:04 Start 1 :04 14 64 2:41 30 1.50 49 2.03 1.36 80 24 ADONEL #4001 Arrived 9 57 15 65 2:27 30 1.50 50 2.08 1.38 80 24 9 cy 16 66 1:58 30 1.50 48 1.99 1.33 80 24 17 67 2:38 30 1.50 55 2.28 1.52 8o 24 18 68 2:21 30 1.50 49 2.03 1.36 80 24 Stop 10:55 Start 1P:55 19 69 2:34 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 Arrived 1 :35 20 70 2:12 30 1.50 52 2.16 1.44 1 80 24 1 9 cy Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Beariig POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 camp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 t CITY: Fort Pierce, FL Field Notes: I Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance (tons) , nsion Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAnn't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grant Factor Kips P comp tension Date: April 17, 2019 Notes 1 71 3:05 j 30 1.50 50 2.08 1.38 80 24 2 72 2:42 1 30 1.50 47 1.95 1.30 80 24 Stop 11:35 3 73 2:20 1 30 1.50 50 2.08 1.38 80 24 Start 11:42 Arrived 11:22 4 1 74 3:35 1 30 1.50 1 50 2.08 1.38 80 24 ADONEL #8001 Test taken 9'icy 5 75 2:51 30 1.50 1 51 2.12 1 1.41 80 24 6 76 2:27 30 1.50 1 48 1.99 1.33 80 24 7 77 2:40 30 1.50 1 51 2.12 1.41 80 24 Stop 12:23 Start 12:23 8 78 2:45 30 1.50 52 2.16 1.44 80 24 ADONEL #7010 Arrived 1?:00 9 79 2:42 30 1.50 53 2.20 1.47 80 24 9 ,cy 10 80 2:30 30 1.50 50 2.08 1.38 80 24 11 81 2:22 30 1.50 52 2.16 1.44 80 24 Stop 1:37 Start 1;37 12 82 1:59 30 1.50 51 2.12 1.41 80 24 ADONEL #7003 Arrived 1:26 13 83 2:45 30 1.50 52 2.16 1.44 80 24 91cy 14 84 2:23 30 1.50 51 2.12 1.41 80 24 15 85 2:18 30 1.50 52 2.16 1.44 80 24 1 16 86 2:14 30 1.50 55 2.28 1.52 80 24 Stop 2:24 Start 2:24 17 87 2:37 30 1.60 53 2.20 1.47 80 `24 ADONEL 94001 Arrived 1:41 18 1 88 3:02 30 1.50 50 2.08 1.38 80 24 9 Py 19 89 2:30 30 1.50 50 2.08 1.38 80 24 20 1 90 2:25 30 1.50 50 2.08 1.36 I80 24 Stop 2:55 Start 2:55 I Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor. SIGN HOMES Grout Spec's PROTECT: Load Bearing POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grout Factor Kips comp tension Date: April 17, 2019 Notes 1 91 2:53 30 1.50 56 2.32 1.55 80 24 ADONEL #8001 Arrived 21:20 2 92 2:27 30 1.50 52 2.16 1.44 80 24 9, cy 3 93 2:27 30 1.50 51 2.12 1.41 80 24 4 94 2:39 30 1.50 48 1.99 1 1.33 80 24 Stop 4:03 Start 4�03 5 95 2:21 30 1.50 50 2.08 1.38 80 24 ADONEL #7010 Arrived 3'10 6 96 2:38 30 1.50 50 2.08 1.38 1 80 24 91 Cy 7 97 2:56 30 1.50 50 2.08 1.3B 80 24 Stop 5:20 1 8 98 2:40 30 1.50 52 2.16 1.44 80 24 Start Arrived 5118 9 99 1:52 30 1.50 47 1.95 1.30 80 24 ADONEL #4010 9icy 10 1 100 1 2:11 30 1.50 53 2.20 1.47 80 24 11 101 2:37 30 1.50 50 2.08 1.38 80 24 IStop 6:00 12 13 14 15 16 17 18 19 20 Pag.: 6/12 SOILPRO13E ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SIGN HOMES Grout Spec's Load Bearing POOL - Logged By: AO 5000psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grout Factor Yips P comp tension Date: April 18, 2019 Notes 1 102 3:00 30 1.50 50 2.01 1.34 80 24 Start 8:12 Arrived 7k43 2 103 2:34 30 1.50 50 2.01 1.34 80 24 ADONEL #7010 9�cy 3 104 2:55 30 1.50 55 2.21 1.47 80 24 4 1 105 3:19 30 1.50 1 50 2.01 1 1.34 80 24 Stop 8:50 5 106 3:50 30 1.50 50 2.01 1.34 80 24 Start 8:57 Arrived 8!42 6 107 2:14 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Testtaken 91cy 7 108 2:57 30 1.50 48 1.93 1.29 80 24 8 109 2:31 30 1.50 51 2.05 1.37 80 24 9 110 2:35 30 1.50 48 1.93 1.29 80 24 Stop 10:07 Start 10:07 10 ill 3:00 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 956 11 112 3:00 30 1.50 48 1.93 1.29 80 24 9!cy 12 113 2:40 30 1.50 51 2.05 1.37 80 24 13 114 3:15 30 1.50 52 2.09 1.39 80 24 1 14 115 2:55 30 1.50 53 2.13 1.42 80 24 Stop 10:55 Start 10:55 15 116 2:25 30 1.50 52 2.09 1.39 80 24 ADONEL #7016 Arrived 10:27 16 117 2:11 30 1.50 50 2.01 1.34 80 24 9 Fy 17 118 2:40 30 1.50 51 2.05 1.37 80 24 18 119 2:05 30 1.50 52 2.09 1.39 80 24 Stop 11:49 Start 11:49 19 120 2:53 30 1.50 53 2.13 1.42 80 24 ADONEL #7009 Arrived 1 JAB 20 121 2:23 30 1.50 54 2.17 1.45 80 24 9 c y I I Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's Load Bearing ' POOL ILogged By: AO SOOOpsi, SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Str Ices Actual Grout Amt. C.Y. Grout Factor s p' comp tension Date: April 18, 2019 Notes 1 122 2:33 30 1.50 53 2.13 1.42 80 24 2 123 2:41 30 1.50 49 1.97 1.31 80 24 Stop 1:17 Start 117 3 124 2:26 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 1 :50 4 1 125 2:57 30 1.50 51 11 2.05 1.37 80 24 9'icy 5 126 3:09 30 1.50 50 2.01 1.34 80 24 6 127 3:28 30 1.50 50 2.01 1.34 80 24 7 128 3:00 1 30 1.50 53 2.13 1.42 80 24 Stop 2:15 Start 2�15 8 129 2:37 30 1.50 51 2.05 1.37 80 24 ADONEL #7010 Arrived 1�135 9 130 2:49 30 1.50 52 2.09 1.39 80 24 9 'cY 10 131 2:48 30. 1.50 52 2.09 1.39 80 24 11 132 2:49 30 1.50 53, 2.13 1.42 80 24 Stop 3:14 Start 3 :114 12 133 2:32 30 1.50 51 2.05 1.37 80 24 ADONEL #4005 Arrived 2: 4 13 134 2:04 30 1.50 51 2.05 1.37 - 80 24 Testtaken 9'cy 14 135 2:00 1 30 1.50 54 2.17 1.45 80 24 15 136 2:14 30 1.50 55 2.21 1.47 80 24 16 137 2:07 30 1.50 53 2.13 1.42 80 24 IStop 4:20 Start 4:20 17 138 2:23 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Arrived 2:t2 18 139. 2:00 30 1.50 52 2.09 1.39 80 24 9 Y 19 140 2:33 30 1.50 1 54 2.17 1 1.45 80 24 Stop 5:30 20 I Pag.: 8/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL 11,agged By: AO 5000 psi Load Bearing SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL _ Field Notes: Steel Spec's: (6) #6 full length bars with 93 ties @4" at top of pile and @ 10" at balance (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor p s comp tension Date: April 19, 2019 1 Notes 1 141 2:57 30 1.50 48 2.16 1.44 80 24 Start 7:53 Arrived 7k34 2 142 2:16 30 1.50 50 2.25 1.50 80 24 ADONEL #7016 Testtaken 91cy 3 143 2:21 30 1.50 50 2.25 1.50 80 24 4 144 2:21 30 1.50 1 49 2.21 1.47 80 24 ' 5 145 2:38 30 1.50 50 2.25 1.50 80 24 Stop 8:39 Start 8 39 6 146 3:00 30 1.50 50 2.25 1.50 80 24 ADONEL #8001 Arrived 8�02 7 147 2:17 30 1.50 51 2.30 1.53 1 80 24 9lcy 8 148 2:27 30 1.50 48 2.16 1.44 80 24 9 149 2:22 30 1.50 55 2.48 1.65 80 24 Stop 9:35 Start 935 10 150 2:24 30 1.50 50 2.25 1.50 80 24 ADONEL #7014 Arrived 8 :154 G 11 151 3:22 30 1.50 50 2.26 1.50 80 24 9 cy 12 152 2:30 30 1.50 53 2.39 1.59 80 24 13 153 2:36 30 1.50 48 2.16 1.44 80 24 Stop 10:39 Start 1Q:39 14 164 2:51 30 1.50 50 2.25 1.50 1 80 1 24 ADONEL #7004 Arrived 9:39 15 155 2:44 30 1.50 52 2.34 1.56 80 24 9 y 16 156 2:14 30 1.50 51 2.30 1.53 80 24 17 157 2:32 30 1.50 53 2.39 1.59 80 24 Stop 11:32 Start 1 :32 18 158 2:35 30 1.50 55 2.48 1.65 80 24 ADONEL #4009 Arrived 1 :23 19 159., 2:27 30 1.50 55 2.48 1.65 80 24 9 Py 20 1 160 1:59 30 1 1.50 50 2.25 1.50 80 24 3 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 CITY: Fort Pierce, FL i Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" at top of pile and @I0" at balance (tons) ension Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips P comp tension Date: April 19, 2019 Notes 1 161 2:50 30 1.50 52 2.34 1.56 80 24 Stop 12:22 Start 12:22 2 162 2:15 30 1.50 55 2.48 1.65 80 24 ADONEL #7016 Arrived 11:42 3 9, Cy 4 Stop 1:30 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Pag.: 10/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Beari POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: I Engineers Sign and Seal: 12 Tension CITY: Fort Pierce, FL Field Notes: Steel Specs: Auger Cast Pile with (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance I g (tons) Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Stroke Actual GroutAmt. C.Y. Grout Factor Kips p s comp tension Date: April 23, 2019 Notes 1 163 2:34 30 1.50 50 2.13 1.42 80 24 Start 9:50 Arrived 9:34 2 164 3:01 30 1.50 49 2.08 1.39 80 24 ADONEL 47007 Test taken 9, cy 3 165 2:35 30 1.50 55 2.34 1.56 80 24 4 166 2:22 30 1.50 50 2.13 1.42 80 24 Stop 10:39 5 1 167 2:14 30 1.50 52 1 2.21 1.47 1 80 24 Start 10:40 Arrived 1' :15 6 168 2:41 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 91cy 7 169 2:09 30 1.50 54 2.30 1.53 80 24 8 170 2:19 30 1.50 52 2.21 1.47 80 24 9 171 2:40 30 1.50 51 2.17 1.45 80 24 Stop 11:20 Start 11:20 10 172 2:44 30 1.50 50 2.13 1.42 80 24 ADONEL #4009 Arrived 10:49 11 173 2:58 30 1.50 52 2.21 1.47 80 24 1 9lcy 12 174 2:27 30 1.50 50 2.13 1.42 80 24 13 175 2:16 30 1.50 50 2.13 1.42 1 80 24 Stop 12:18 Start 12:18 14 176 2:25 30 1.50 54 2.30 1.53 1 80 24 ADONEL #7015 Arrived li:51. 15 177 2:00 30 1.50 52 2:21 1.47 1 80 24 9cy 16 178 3:33 30 1.50 54 2.30 1.53 80 24 17 179 2:22 30 1.50 52 2.21 1.47 80 24 Stop 1:12 18 180 2:17 30 1.50 50 2.13 1.42 80 24 Start 1:25 Arrived 14:40 19 181 2:29 30 1.50 53 2.25 1.50 80 24 ADONEL #8001 9 y 20 1 182 2:26 30 1.50 55 2.34 1.56 80 24 I Pag.:11/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: Auger Cast Pile with (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance (tons) - omp Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pum Stroke Actual Grout Amt. C.Y. Grout Factor Kips ps. comp tension Date: April 23, 2019 Notes 1 183 2:10 1 30 1.50 55 2.34 1.56 80 24 Stop 1:57 2 184 2:34 1 30 1.50 56 2.38 1.59 80 24 Start 2:06 Arrived 1�[oo 3 185 2:28 30 1.50 55 2.34 1.56 80 24 ADONEL #7000 Testtaken 9cy 4 166 2:50 30 1.50 ' 56 1 2.38 1.59 80 24 1 5 187 2:44 30 1.50 55 2.34 1.56 80 24 Stop 2:41 6 188 2:25 30 1.50 48 2.04 1.36 80 24 Start 2:58 Arrived 2i36 7 189 2:05 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9cy 8 190 2:22 30 1.50 55 2.34 1.56 80 24 Stop 3:30 9 10 11 12 13 14 15 16 17 18 19 20 a Pag.: 12/12 0 de 95 96 51 52 53 5 54 5 971 98 57. 62 56 99 163 102 J-08 1 cc) " 1106 09 L 04 117 118 12 JI 103 105 110 16 120 -./l 26 ak7- 4 ---- 2� rfi 11 9K IAZI 22 23 127 AUGER -CAST FRI! LAYOUT by - UA. = �'A' 171 172 61 s I 115 173 SOILPROBE ENGINEERING AND I TESTING American Foundation Pile Location Sketch 3931 SW 4r Ave. #104 4410, 4416, 4422 N Hwy AlA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115 1 3 93 8_8&"T 3 a� � 92 � I cexM �^ce", �yxiak �` � i hLl�,' tiRr g54-'3 i r�3iL'BIRH�3"W�.9E �i 164 pt a b i ;181-w� 159 163 " .8 179 -r 782. 184 "^�`� � 7 e .c °- €5 U -' l u rtr k 185 - 178 '�, ° •'� i•. b 8579i. 180 �&186ji F e 188 t pI �.- :181 _€8917678 77 k 1 i 01147A�- � 1 • la,w`r SOILPROBE ENGINEERING AND TESTING American Foundation Pile Location Sketch 3931 SW 4r Ave. #104 4410, 4416, 4422 N Hwy AIA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115 1 - 0 0 SOILPROBE ENGINEERING AND TESTING America¢ Foundation Pile Location Sketch 3931 SWAve. #104 Davie,, FL 33314 4410, 4416, 4422 N Hwy AIA Tel. (954) 584-6115 Fort Pierce, FL 7 158 156 j PROPL,ED t FOOL t t 52 53 I 1 ;k� TAhA $ s L£CGr: Irt I M Mb 155 134 '154 1 KC SOILPROBE ENGINEERING AND TESTING I American Foundation Pile Location Sketch 3931 SW 4" Ave. #104 4410, 4416, 4422 N Hwy AI A Davie, FL 33314 Fort Pierce FL Tel. (954) 584-6115 148 ; it ' 1 1 y' a, WA. SFb: m 142 ij 138 m 1 E FFZOFOSf V POOL „ �- 137 -143 41 Jm 0 SOILPROBE ENGINEERING AND TESTING American Foundation Pile Location Sketch 3931 SW 4r Ave. #104 4410, 4416, 4422 N Hwy AIA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115 48 49 50 65 41 40 42 34 S I _ S I e ,. M aiwsewi+ : I{ 8 11 �� -� 47 - I A, .45 .- .. 37 36 I ' I 35 331 44 46� 43 1 ,I it 1. a.. �C -1 11 ^ ! 1 i I( 1 1 5 1' j i i� — 1 --- - 1 27 ! ' 26 .� 47 )1 P43 3 7. 13 _—_ __ --- s _ -29 wffi F24 f Pz6 J s 2Q :,mom:., 21 1 _ 14 � ,� 28 � �5 r- Tl 15 16 17 18 19 4 1 1 AUGER -GASP PILE IAYOLr SOMPROBE ENGINEERING AND TESTING American Foundation Pile Location Sketch 3931 SW 491° Ave. #104 4410, 4416, 4422 N Hwy AlA Davie, FL 33314 Fort Pierce, FL TeL (954)584-6115