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HomeMy WebLinkAboutENGINEERING PAPERWORKA lO X v ^r ., od •D 5GANNE) April 16, 2019 St. Lucie No American Foundation, Inc. 10780NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence Lot #1 TN—zI it Fort Pierce, FL �4/085422 3931 SW 47 Ave. #104 Davie, Fl. 33314 Tel: 954-584-6115 E-mail: rcoletto@soilpmbe.net 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 sixty four (64) 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, & Testing, Inc. No 37334 Enc. Pile installation logs Location sketchFILE �{}j��yq® x.4. tl veering:s the essence ... � ' , .?, .. . . . . . . . . . . . . . . . SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PRO.iECT•- PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's `�QD7�-` Lagged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: GO 4416, 4422 N Hwy AIA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Nates: Steel Spec's: (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 GroutAm't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grout Factor Kips comp tension Date: April 16, 2019 Notes 1 1 2:20 1 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 1.36 80 24 Stop 6:20 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 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 9:15 11 11 2:16 30 1.50 50 2.05 1.36 80 24 1 9 cy 12 12 1:45 30 1.50 53 2.17 1.45 80 24 15top 10:15 Start 10:15 13 13 1:47 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 10:00 14 14 2:33 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 11:00 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 1 51 2.09 1.39 80 24 Test taken 9 cy 19 19 2:16 30 1.50 52 2.13 1.42 80 24 20 20 1:53 30 1.50 52 2.13 1.42 1 80 24 Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT,. PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PQOL� Logged By: AO 5000 psi Load Bearing (loos) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: IffM 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. @ 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 KipsDate: comp tension April 16, 2019 Notes 1 21 2:07 1 30 1.50 53 2.17 1.45 80 24 Stop 11:28 Start 11:29 2 22 2:17 30 1.50 54 2.21 1.47 80 24 ADONEL #4009 Arrived 11:00 3 23 3:00 30 1.50 50 2.05 1.36 80 24 9 cy 4 1 24 2:16 30 1.50 52 2.13 1.42 1 g0 24 5 1 25 2:32 30 1.50 50 2.05 1.36 80 24 IStop 1:04 Start 1:04 6 26 2:42 30 1.50 52 2.13 1.42 80 24 ADONEL #8001 Arrived 12:29 7 27 2:26 30 1.50 50 2.05 1.36 80 24 9 cy 8 28 2:31 1 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 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 1:00 12 1 32 1:56 30 1.50 50 2.05 1.36 80 24 1 Test taken 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 1 30 1.50 52 2.13 1.42 80 24 Start 2:31 Arrived 1:40 16 36 1:56 30 - 1.50 60 2.45 1.64 80 24 ADONEL #7016 9 cy 17 37 2:07 30 1.50 60 2.45 1.64 80 24 18 38 2:19 30 1 1.50 53 2.17 1.45 80 24 19 39 2:49 30 1.50 54 2.21, 1.47 1 80 24 Stop 3:07 Start 3:07 20 40 2:13 30 1 1.50 52 1 2.13 1.42 1 80 1 2 IA60NEL #7004 Arrived 2:38 Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 16'1 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's O'OL Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 6=_r4416, 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am' C.Y. Strokes Actual Grout Amt. C.Y. Grout Factor Kips P comp tension Date: April 16, 2019 Notes 1 41 2:14 1 30 1.50 52 2.13 1.42 80 24 9 cy 2 42 2:34 1 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 1 44 2:39 30 1.50 50 2.05 1.36 80 24 ADONEL #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 1.50 80 24 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 4:04 9 49 2:15 30 1.50 50 2.05 1.36 80 24 9 cy 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. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE 8 Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOF ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 443 , 4416, 4422 N Hwy AIA Misc. Info: 12 tension Engineers Sign and Seal: 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Pump Strokes. Actual GroutAmt. C.Y. rout Factor Ki s comp tension Date: April 17, 2019 Notes 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 1 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 9 cy 3 53 2:36 1 30 1.50 50 2.08 1.38 80 24 4 1 54 2:43 1 30 1.50 50 2.08 1.38 80 24 Stop 8:19 5 1 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 Testtaken 9cy 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 9:13 10 60 2:15 30 1.50 55 1 2.26 1.52 80 24 JADONEL #7010 Arrived 9:07 11 61 2:28 1 30 1.50 50._ 1 2.08 1.38 80 24 1 9 cy 12 1 62 2:52 1 30 1.50 55 1 2.28 1.52 80 24 13 1 63 2:05 30 1.50 53 1 2.20 1.47 80 24 Stop 10:04 Start 10:04 14 1 64 2:41 30 1.50 49 1 2.03 1.36 80 24 ADONEL #4001 Arrived 9:57 15 65 2:27 30 1.50 50 1 2.08 1.38 80 24 9 cy 16 66 1:58 30 1.50 48 1 1.99 1.33 80 24 17 67 2:38 30 1.50 55 1 2.28 1.52 80 24 18 66 2:21 150 49 2.03 1.36 80 24 Stop 10:55 Start 10:55 19 69 E3O E20 1.50 51 2.12 1.41 8o 24 ADONEL #7016 Arrived 10:35 70 2:12 30 1.50 52 1 2.16 1.44 80 24 9 cy Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) "low Logged By: AO 5000 psi SOILPROBE ENGINEERING & _ 40comp TESTING, INC. ADDRESS: 410 4416, 4422 N HWy A1A Misc. Info: 12 tension Engineers Sign and Seal: 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 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 71 305 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 74 3:35 30 1.50 50 2.08 1.36 80 24 ADONEL #8001 Test taken 9 cy 5 75 2:51 30 1.50 51 2.12 1.41 80 24 6 76 2:27 30 1.50 48 1.99 1.33 80 24 7 77 2:40 30 1.50 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 12:00 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 1 30 1.50 52 2.16 1.44 80 24 IStop 1:37 Start 1:37 12 82 1:59 1 30 1.50 51 2.12 1.41 80 24 ADONEL #7003 Arrived 1:26 13 83 2:45 1 30 1.50 52 2.16 1.44 1 80 24 1 9 cy 14 84 2:23 1 30 1.50 51 2.12 1.41 80 24 15 85 2:18 30 1.50 52 2.16 1.44 80 24 16 86 2:14 30 1.50 55 2.28 1.52 80 24 Stop 2:24 Start 2:24 17 18 87 88 2:37 3:02 30 30 1.50 1.50 53 50 2.20 2.08 1.47 1.38 80 80 24 24 JADONEL #4001 Arrived 1:41 9 cy 19 89 2:30 30 1.50 1 50 1 2.08 1.38 80 24 20 90 2:25 30 1.50 1 50 1 2.08 1.38 1 SO 24 IStop 2:55 Start 2:55 Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's' Load Bearing (tons) LITO% Logged 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: k"X Steel Specs: (6) #6 full length bats with #3 ties @4" o.c. at top of pile and @10" ox. at 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 camp tension Date: April 17, 2019 Notes 1 91 2:53 30 1.50 56 2.32 1.55 80 24 ADONEL #8001 Arrived 2:20 2 92 2:27 j 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 1 94 2:39 30 1.50 48 1.99 1.33 1 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 80 24 9 cy 7 97 2:56 30 1.50 50 2.08 1.38 80 24 Stop 5:20 8 98 2:40 30 1.50 52 2.16 1.44 80 24 Start Arrived 5:18 9 99 1:52 30 1.50 47 1.95 1.30 80 24 ADONEL #4010 9 cy 10 100 2:11 30 1.50 53 2.20 1.47 80 24 11 1 101 2:37 30 1.50 50 2.08 1.38 1 80 24 IStop 6:00 12 13 14 16 16 17 18 19 20 Pag.: 6/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" 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: 8440 416, 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Ki s 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 7:43 2 103 2:34 j 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 1.34 80 24 Stop 6:50 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 #70091 Testtaken 9cy 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 1 80 24 ADONEL #7014 Arrived 9:56 ll 112 3:00 30 1.50 1 48 1.93 1.29 80 24 1 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 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 #7016Arrived 10:27 16 117 2:11 30 1.50 50 2.01 1.34 80 24 9 cy 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 IStop 11:49 Start 11:49 19 120 2:53 30 1.50 1 53 2.13 1.42 1 80 24 1ADONEL #7009 Arrived 11:45 ZO 121 2:23 30 1.50 1 54 2.17 1.45 1 80 24 1 9 cy Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor. SION HOMES Grout Spec's Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 44� 4416, 4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL J Field Notes: Steel Specs: (6) #6 full length bars with 93 ties @4" o.c. at top of pile and @10" o.c.at balance Pile I.D. Auger Time MIN. Depth (feet) Theories[ Grout Am't C.Y. Pm lee Actual Grout Amt. C.Y. Grout Factor yips Ps 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 1:17 3 124 2:26 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 12:50 4 1 125 2:57 30 1.60 1 51 2.05 1.37 80 24 1 9 cy 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 30 1.50 53 2.13 1.42 80 24 Stop 2:15 Start 2:15 8 129 2:37 1 30 1.50 51 2.05 1.37 80 24 ADONEL #7010 Arrived 1:35 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 3:14 12 133 2:32 30 1.50 51 2.05 1.37 80 24 ADONEL #4005 Arrived 2:24 13 134 2:04 30 1.50 51 2.05 1.37 80 24 Test taken 9 cy 14 135 2:00 30 1'.50 54 2.17 1.45 80 24 15 1 J136 2:14 30 1.50 55 2.21 1.47 80 24 16 37 2:07 30 1.50 53 2.13 1.42 80 24 Stop 4:20 Start 4:20 171 38 2:23 30 1.50 50 2.01 1.34 80 24 ADONEL 970109 Arrived 2:52 18 139 2:00 30 1.50 52. 2.09 1.39 80 24 9 cy 19 140 2:33 30 1.50 54 2.17 1.45 80 24 Stop 5:30 20 Pag.: 8/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT:� ---^ Load Bearing (tons) °S5 ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: f Al 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" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pumrt op Actual Grout Amt. C.Y. Grout Factor Kips p comp tension Date: April 19, 2019 Notes 1 141 2:57 30 1.50 48 2.16 1.44 80 24 Start 7:53 Arrived 7:34 2 142. 2:16 30 1.50 50 2.25 1.50 80 24 ADONEL #7016 Test taken 9 cy 3 t43 2:21 30 1.50 50 2.25 1.50 80 24 4 14'4 2:21 30 1 1.50 49 1 2.21 1.47 80 24 5 14 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 80 24 9 cy 8 , 14 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 9:35 10 150 2:24 30 1.50 50 2.25 1.50 80 24 ADONEL #7014 Arrived 8:54 11 151 3:22 30 1.50 50 2.25 1 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 10:39 14 154 2:51 30 1.50 50 2.25 1.50 80 24 ADONEL #7004 Arrived 9:39 15 155 2:44 30 1.50 52 2.34 1.56 80 24 9 cy 16 156 2:14 30 1.50 51 2.30 1.53 80 24 17 157 2:32 1 30 1 1.50 53 2.39 1.59 80 24 Stop 11:32 Start 11:32 18 158 2:35 30 1.50 55 2.48 1.65 80 24 ADONEL #4009 Arrived 10:23 19 159 2:27 30 1.50 55 2.48 1.65 80 24 9 cy 20 1 160 1:59 1 30 1.50 50 2.25 1.50 80 24 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: SEDTWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) OUL Logged By: AO 5000 psi SE SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: Worm 4416, 4422 N Hwy AlA 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" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Strokes Actual Grout Amt. C.Y. rout Factor Kips P camp 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 j 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. 16t1 Auger Cast Pile Log PROTECT: O OSED TWO-STORY RESIDENCE 8 Contractor: SION HOMES Grout Spec's ��pRR Load Bearing (tons) TPOOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 441 4416, 4422 N Hwy A1A Misc. Info: 12 tension Engineers Sign and Seal: CITY: Fort Pierce, FL Field Notes: steel Specs: Auger Cast Pile with (6) #6 full length bars with 03 ties @4" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Stroke Actual Grout Amt. C.Y. Grout Factor Kips ps 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 #7007 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 1 2.13 1.42 1 g0 24 jStop 10:39 5 167 2:14 30 1.50 52 2.21 1.47 1 80 24 . Start 10:40 Arrived 10:15 6 168 2:41 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9 cy 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 1 50 2.13 1.42 80 1 24 ADONEL #4009 Arrived 10:49 11 173 2:58 30 1.50 1 52 2.21 1.47 80 24 9 cy 12 174 2:27 30 1.50 1 50 2.13 1.42 80 24 13 175 2:16 30 1.50 50 2.13 1.42 80 24 Stop 12:18 Start 12:18 14 176 2:25 30 1.50 54 2.30 1.53 8o 24 ADONEL #7015 Arrived 11:51 15 177 2:00 30 1.50 52 2.21 1.47 80 24 9 cy 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 1.50 50 2.13 1.42 80 . 24 Start 1:25 Arrived 12:40 19 181 2,29 30 1.50 53 2.25 1.50 80 24 JADONEL #8001 9 cy 20 182 2:26 30 1.50 1 55 2.34 1.56 80 24 Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's PROJECT: Load Bearing (tons) a.:.0ft ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 44i10, 4416, 4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: steel spee's: Auger Cast Pile with (6) 46 full length bars with 93 ties @0 at top of pile and @10" at balance Pile I.D. Auger Time MIN, Depth (feet) Theories] Grout Am't C.Y. Pump Strokes: Actual Grout Amt C.Y. Groat Factor Kips comp tension Date: April 23, 2019 Notes 1 183 2:10 30 1.50 55 2.34 1.56 80 24 Stop 1:57 2 184 2:34 30 1.50 56 2.38 1.59 80 24 Start 2:06 Arrived 1:00 3 185 2:28 30 1.50 55 2.34 1.56 80 24 ADONEL #7000 Test taken 9cy 4 186 2:50 30 1.50 56 1 2.38 1.59 go 24 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 2:36 7 189 2:05 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9 cy 6 190 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 Pag.: 12/12 .0 L r 42 �� —ww� q � _ 1 D 34 .. i 3 1 mca euxlcaec y 1 trtw �Y.4MlA 45=-- 47- �* i3837 s 136 33; 43.�� 44 46 Pg �� 1■i a s 18 ; 32 . I 27 ) 26� -- 7 W 23 25 `+I�'r 1 12 '' `--- r, y A — vW 13 ---- — — '29 36 F 20121 x 2� P26_ i 14 1 28 L--- 15 16 17 18 18 4 1 1 AUGER-GAST PILE LAYOUT 5: m'14' — "C SOILPROBE ENGINEERING AND Pile Location Sketch TESTING American Foundation Lot #1 3931 SW 4" Ave. #104 Vt4f 1`., W,y" ak1N Davie, FL 33314 FoR Yle[ce, FL Tel. (954) 584-6115