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Home My WebLink AboutPILE INSTALLATION CERTIFICATION3931 SW 47 Ave.# 104 Davie, Fl. 33314 Tel: 954-584-6115 Lod P Ift, E-mail: rcolefto@soilprobe.net April 16,2019 American Foundation, Inc. 10780 NW 13 8th St. #D6 I-Ealeah Gardens, FL 3 3 0 RE: Pile InstaHation Certification Proposed Residence Lot #2 4416 N Hwy. AlA Fort Pierce, FL . 7RECEIVED JUN 2019 . S u P T., Lucie county, Permitting Soilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles installation for the above referenced pr8ject. 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 offic6. The purpose of this site inspections was to observe and document pile installation operation oD I �Y. A total number of sixty two (62) piles wer6 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 attac4ed field installation logs. Following our observation of pile knowledge of project documents we for achieving an allowable bearing respectively. Sincerely, & Testing, Inc. Enc. Pile instaRation -logs Location sketcfi ition operation at the scheduled time, and our that the referenced piles were adequately installed ty of 40 tons compression and 12 tons tension SOILPROBE ENGINEERING AND TESTING5 INC. 1611 Auger Cast Pfle Log PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's. PROJECT: Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,4416,4422 N Hwy AIA Misc. Info: 1- 2- t, e..n-s i ori, Engineers Sign and Seal: I CITY: Fort Pierce, FL Field Notes: SteelSpec's: (6) #6 full length bars with#3 ties @4" O.C. @top of pile and @10" O.C. @balance Pile I D _7 I-MIM- Auger Ime T11 Depth (feet) Theorical Grout Arn't -C-.Y-.- Pump Strokes Actual Grout Amt. Grout Factor Kips Date: April 16,2019 otes -C-.Y.- - comp tension 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 80 24 Stop 8:20 5 5 1:48 30 1.60 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 1 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 IADONEL #7004 Arrived 9:15 11 11 2:16 30 1.50 50 2.05 1.36 80 24 9 Cy 12 12 1:45 30- 1.50 53 2.17 1.45 80 24 Stop 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 51 2.09 1.39 so 24 Testtaken 9 Gy 19 19 2:16 30 1.50 5,2 2.13 1.42 80 24 20 1:53 30 1.50 52 2.13 1 1.42 80 24 Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) 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 tension CITY: Fort Pierce, FL Field Notes: SteelSpec'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 Grout Arn't Pump Strokes Actual Grout Amt. Grout Factor Kips Date: April 16,2019 Notes -C-.Y.- comp tension 1 21 2:07 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 24 2:16 30 1.50 52 2.13 1.42 80 24 5 25 2:32 30 1.50 50 2.05 1.36 8o 24 Stop 1:04 Start 1:04 6 26 2:42 30 1.50 52 2.13 1.42 80 24 IADONEL #8001 Arrived 12:29 7 27 2:26 30 1.50 50 2.05 1.36 80 24 9 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 30 1.50 52 2.13 1.42 80 1 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 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 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 1.50 53 2.17 1 1.45 80 24 19 39 2:49 30 1.50 54 2.21 1.47 So 24 Stop 3:07 Start 3:07 20 40 1 2:13 30 1.50 1 52 2.13 1.42 1 80 24 fADONEL #7004 Arrived 2:38 Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pfle 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: 4410,4416,4422 N Hwy AIA Misc. Info: Engineers Sign and Sea[: 12 tension CITY: Fort Pierce, FL Field Notes: SteelSpec's: (6)#6 full Iengthbarswith#3 ties @4" O.C. @top of pile and @10" O.C. @bal ance Pile I.D. __ Auger Time _MIN� Depth (feet) -- Theorical Grout Am't —CvY-.-- Pump Strokes — ___ Actual Grout Amt. --C-.Y—.- Grout Factor - — -- Kips Date: April 16,2019 Notes-- --co-m—pt-en—sion 1 41 2:14 30 1.50 52 2.13 1.42 80 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 ADONEL #4009 Arrived 3:15 5 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 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 Pfle Log PROPOSED TWO-STORY'RESIDENCE & lContractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) 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 tension CITY: Fort Pierce, FL Field Notes: SteelSpec's: (6) #6 fall 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 Arn't C.Y. Pump Strokes. - Actual Grout Amt. -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 1 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 2.08 1.38 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 1 56 2:34 30 1.50 1 49 2.03 1.36 80 24- IADONEL #8001 Testtaken 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 9:13 10 60 2:15 30 1.50 55 2.28 1.52 80 24 ADONEL #7010 Arrived 9:07 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 63 205 30 1.50 53 2.20 1.47 80 24 Stop 10:04 Start 10:04 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 80 24 18 68 2:21 30 1.50 49 2.03 1 1.36 80 24 S top 10:55 Start 10:55 19 69 �.34 30 .50 51 2.12 1.41 80 24 IADONEL #7016 Arrived 10:35 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 Pfle Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged BY: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,4416,4422 N Hwy AlA Misc. Info: 12 tension Engineers Sign and Seal: CITY: Fort Pierce, FL Field Notes: SteelSpec's: (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 __Q_Y_ PUMP Strokes ___ Actual Grout Amt. _C.Y� Grout Factor - Kips -cornly--re-nsion- Date: April 17,2019 -otes- --- 1 71 3:05 30 1.50 50 2.08 1.38 80 24 2 1 72 2:42 30 1.50 47 1 1.95 1.30 80 24 Istop 11:35 3 73 2:20 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 1.38� 80 24 ADONEL #8001 Testtaken 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 71 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 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- 9 cy 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 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 1.50 53 1.47 80 24 ADONEL #4001 Arrived 1:41 18 88 3:02 30' 1.50 50 2.08 1.38 80 24 9 cy 19 89 2:30 30 1.50 50 1 2.08 1.38 80 24 1 20 90 2:25 30 1.50 50 1 2.08 1.38 80 24 IStop 2:55 Start 2:55 Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING5 INC. 16" Auger Cast Pfle Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged BY: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,4416,4422 N Hwy AIA Misc. Info: 12 tension Engineers Sign and Seal: CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4' ox. at top of pile and @ 10" o.c. at balance' Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Arn't C.Y. Pump Strokes - Actual GroutAmt. -C.Y.- 2.32 Grout Factor - Kips -comp-tension- 80 24 Date: April 17,2019 Notes- . --- 1 91 2:53 30 1.50 56 1.55 ADONEL #8001 Arrived 2:20 2 92 2:27 30 1.50 52 2.16 1.44 80 24 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 1.33 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 80 24 1 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 11 101 2:37 30 1.50 50 2.08 1.38 80 24 Stop 6:00 12 13 14 15 16 17 18 20 1 Pag.: 6/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's PROJECT: 5000 psi Load Bearing (tons) POOL ILogged BY: AO 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: SteelSpec's: (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 Arn't C.Y. PUMP Strokes - Actual Grout Amt. Y.- Grout Factor - Kips -comp-tens;iio-n Date: April 18,2019 otes-- - -1 -1 02--_ 3-0-0 30 1.50 50 2.01 1.34 80 24 Start 8:12 Arrived 7:43 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 4 105 3:19 30 1.50 50 2.01 1.34 80 24 Stop 8:50 5 106 3:50 30 1.50 50 2.01 1.34 8o 24 Start 8:57 Arrived 8:42 6 ib7 2:14 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Testtaken 9 cy 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 9:56 11 1 112 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 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 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 1 80 24 jStop 11:49 Start 11:49 19 120 2:53 30 1.50 53 2.13 1.42 1 80 24 JADONEL #7009 Arrived 11:45 F20 121 2:23 30 1.50 54 2.17 1.45 1 80 1 24 1 9 cy Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's PROJECT: ------ 5000 psi Load Bearing (tons) POOL ILogged BY: AO 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: SteelSpecls: (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 Arn't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Yips -comp-tension- Date: April 18,2019 -1- -1-22- Z33 3-0 1.50 53 2.13 1.42 80 24 2 123 2:41 30 1.50 49 1.97 1.31 so 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 4 125 2:57 30 1.50 51 2.05 1.37 80 24 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 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 1 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 Testtaken 9 cy 14 135 2:00 30 1.50 54 2.17 1.45 80 24 1 15 136 2:14 30 1.50 55 2.21 1.47 80 24 16 137 2:07 30 1.50 irg 2.13 1.42 80 24 Stop 4:20 Start 4:20 17 138 2:23 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Arrived 2:52 18 139, 2:00 30 1,50 52 2.09 1.39 80 1 24 9 cy 19 140 2:33 30 1.50 54 2.17 1.45 80 24 IStop 5:30 20 1 1 1 Pag.: 8/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) 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: SteeISpec'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 Arn't C.Y. Pump Strokes Actual Grout Amt. C.Y.- Grout Factor Kips -comp-tension- Date: April 19,2019 otes----___ -1- -141-- -2-57-_ _36-- 1.50 48 2.16 1.44 go 24 Start 7:53 Arrived 7:34 -2 142 2:16 30 1.50 50 2.25 1.50 80 24 ADONEL #7016 Testtaken 9 cy 3 143 2:21 30 1.50 50 2.25 1.50 80 24 4 144 2:21 30 1.50 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 1 24 ADONEL #8001 Arrived 8:02 7 147 2:17 30 1.50 51 2.30 1.53 80 24 9 cy 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 9:35 10 150 2:24 30 1.50 1 50 2.25 1.50 80 24 ADONEL #7014 Arrived 8:54 11 151 3:22 30 1.50 5o 2.25 1.50 80 1 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 30 1.50 53 2.39 1.59 80 24 Stop 11:32 Start 11:32 158 2:35 30 1.50 55 2.48 1 1.65 80 24 ADONEL #4009 Arrived 10:23 L18 19 159 1 2:27 30 1.50 55 2.48 1.65 80 24 9 cy 20 160 1 1:59 30 1.50 1 50 2.25 1.50 80 24 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pffe Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,4416,4422NHwyA1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: SteelSpec's: (6) #6 fall length bars witlf 6 ties @4" at top of pile and @10" at balance Pile I.D. Auger Time MIN. Depth (feet) TheoricaI Grout Am t C.Y. Pump Strokes Actual Grout Amt.. C.Y. Grout Factor Kips —comp—tension- Date: April 19,2019 Notes ------ 1 —2-.'50-- —.--30— —f.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. ,1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTTNG, INC. ADDRESS: 4410,4416,4422 N Hwy AlA Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: SteelSpec's: Auger Cast Pile with (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 Arn't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor _ Icips -comp-tension- Date: April 23, 2019 motes- -- --- ---- I -1-63_ -2--.34---1--- 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 2.13 1.42 80 24 Stop 10:39 5 167 2:14 30 1.50 52 2.21 1.47 80 24 Start 10:40 Arrived 10:15 6 168 2:41 1 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 50 2.13 1.42 80 24 IADONEL #4009 Arrived 10:49 11 173 2:58 30 1.50 52 2.21 1.47 80 24 9 cy 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 80 24 Stop 12:18 Start 12:18 14 176 2:25 30 1.50 54 2.30 1.53 80 1. 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 i.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 12:40 19 181 2:29 30 1.50 53 2.25 1.50 1 80 1 24 IADONEL #8001 9 cy 20 1 182 2:26 30 1.50 55 2.34 1.56 1 80 1 24 1 - I Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & lContractor: SION HOMES Grout Spec's Load Bearing (tons) 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: SteelSpecls: Auger Cast Pile with (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 Arn't C.Y. Pump Strokes- Actual Grout Amt. ____C.Y._ Grout Factor — Kips —cornp—tension- Date: April 23, 2019 --Notes— --- --l--183— 2-10 30 1.50 55 2.34 1.56 80 24 Stop 1:57 2 1184 1 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 Testtaken 9 Cy 4 186 2�50 30 1.50 56 2.38 1.59 80 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 1 2:05 30 1.50 54 2.30 1.53 80 24 ADONEL #7016 9 cy 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 Pag.: 12/12 W.up 'T'Iga I % I -'. 8 A -9-3 nrnal-184 0 L J=i 1" - - 1-62 W-1 .461 159 -88 163 Van- 1:g4 1. 83 85 flit r I 10 ISO wi 86 177 .176. 1 78 .1 C gn go, r 145 7 ........ ..... 40 A- 70. f 76 L1%—+ XIR- . ... . ..... r'-*�' g pp t w ilg- !6! i� Ell -=z :72 - 1� Y� 73 MIPM ZIA=- . ......... SOILPROBE ENGINEERING AND Pile Location Sketch TESTING American Foundation Lot #2 3931 SW 471 Ave. #104 4416 N Hwy AIA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115