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Home My WebLink AboutENGINEERING PAPERWORK - TESTINGQkzn.2� Oct n - o 8CANNED April 16, 2019 LuecOUnty American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence Fort Pierce, FL 690�: a'f2� _ 3931 sw 47 Ave.#104 Davie, Fl. 33314 Tel: 954-584-6115 E-mail: rcoletto(aisoilprobe net Soilprobe-Engineering-& Testing, 4nc-.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. Enc. Pile installation logs Location sketches 1 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & AC3- QL ILegged Contractor: SION HOMES Grout Spec's Load Bearing (loos) 5000 psi 40 comp 12 tension By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416, w22iLQYF w_S12 n Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with 93 ties @ 4" O.C. @ top of pine and @10".O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAnn't C.Y. Pump Strokes Actual Grout Amt C.Y. - Grout Factor 1G comp P s 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 so 24 ADONEL #4416 9 cy 3 3 1:59 1 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 1.50 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 2:01) 30 1.50 59 2.41 1.61 80 24 Stop 9:25 Start 9:25 10 10 2:40 j 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 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 SO 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 SO 24 Stop 11:00 Start 11:00 17 17 2:18 1 30 1.50 51 1 2.09 1.39 80 1 1 24 JADONEL #7016 Arrived 10:37 18 18 2:22 30 1.50 51 2.09 1.39 80 24 Test taken 9 cy 19 19 2:16 1 30 1.50 52 2.13 1.42 80 24 20 20 1:53 30 1.50 52 2.13 1.42 80 24 Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & _ _ .O ' L Contractor: SION HOMES GroutSpec's Load Bearing (tons) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416, 4_22Y w ` Misc. Info: 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor I comp ' Ps tension Date: April 16, 2019 Notes 1 1 21 2:07 30 1.50 53 2.17 1.45 80 1 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 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 12:29 7 27 2:26 30 1.50 50 2.05 1.36 80 1 24 9 cy 8 28 2:31 30 1.50 55 2.25 1.50 80 124 9 29 3:04 30 1.50 50 2.05 1.36 80 1 24 10 30 2:11 30 1.50 52 2.13 1.42 80 1 24 IStop 1:50 Start 1:50 11 31 1:59 30 1.50 50 2.05 1.36 80 24 JADONEL #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 1.45 80 24 19 39 2:49 30 1.50 54 2.21 1.47 80 24 Stop 3:07 Start 3:07 20 40 2:13 30 1.50 52 2.13 1.42 1 80 24 JADONEL #7004 Arrived 2:38 Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & PROJECT: LPK(D ILogged Contractor: SION HOMES Grout Spec's Load Bearing (tons) 5000 psi 40 comp 12 tension By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416, 4XAMw,l`�.,d+1 Misc. Info: 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor com P P s tension Date: April 16, 2019 Notes 1 41 2:14 1 30 1.50 52 2.13 1.42 80 24 1 9 cy 2 42 2:34 1 30 1.50 52 2.13 1.42 80 24 3 43 2:39 1 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 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. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & PROJECT: c ?. Contractor: SION HOMES Grout Spec's Load Bearing (tons) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: _.„., ADDRESS: 4410, 4416,E Hw, 'Ai Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile d @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 compt Ps tension Date: April 17, 2019 Notes 1 51 2:24 30 1.50 50 2.08 1.38 80 1 24 IStart 7:30 Arrived 7:20 2 52 2:39 30 1.50 51 2.12 1.41 80 11 24 JADONEL #7016 9 cy 3 53 2:36 30 1.50 50 2.08 1.38 80 1 24 4 54 2:43 30 1.50 1 50 2.08 1 1.38 80 1 24 IStop 8:19 5 55 2:56 30 1.50 1 52 2.16 1.44 80 1 24 IStart 8:24 Arrived 8:08 6 56 2:34 30 1.50 49 2.03 1.36 80 1 1 24 JADONEL #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 g0 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 2:05 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 JADONEL #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 1.50 49 2.03 1.36 80 24 Stop 10:55 Start - 10:55 19 69 2:34 30 1.50 51 2.12 1.41 80 24 ADONEL 47016 Arrived 10:35 20 70 2:12 30 1.50 52 2.16 1.44 80 24 9 cy Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile 1Log PROPOSED TWO-STORY RESIDENCE & PROJECT: 9.Q Contractor: SION HOMES Grout Spec's Load Bearing (tons) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: _ ADDRESS: 4410, 4416, �22 i wy A17a Misc. Info: 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 Gr'C.Y. . C.Y. Grout Factor comp rP s tension Date: April 17, 2019 Notes 1 71 3:05 1 30 1.50 50 2.08 1.38 80 24 2 72 2:42 1 30 1.50 47 1.95 1.30 8o 24 IStop 11:35 3 73 2:20 30 1.50 50 2.06 1.38 80 24 IStart 11:42 Arrived 11:22 4 74 3:35 30 1.50 50 - 2.08 1.38 g0 24 JADONEL #8001 Test taken 9 cy 5 75 2:51 30 1.50 51 1 2.12 1.41 80 24 6 76 2:27 30 1.50 48 1 1.99 1.33 80 24 7 77 2:40 30 1.50 51 1 2.12 1.41 80 24 IStop 12:23 Start 12:23 ' 8 78 2:45 30 1.50 52 1 2.16 1.44 80 1 24 JADONEL #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 g0 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 8o 24 9 cy 14 84 2:23 30 1.50 51 2.12 1.41 80 24 15 85 2:18 1 30 1.50 52 2.16 1.44 So 24 16 86 2:14 1 30 1.50 55 2.28 1.52 1 80 1 1 24 IStop 2:24 Start 2:24 17 87 2:37 30 1.50 53 2.20 1.47 80 1 1 24 JADONEL #4001 Arrived 1:41 18 88 3:02 30 1.50 50 2.08 1.38 g0 24 9 cy 19 89 2:30 30 1.50 50 2.08 1.38 80 24 20 90 2:25 30 1.50 50 2.08 1.38 80 24 Stop 2:55 Start 2:55 i Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. 16'1 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & PROJECT: 2 Contractor: SION HOMES GroutSpec's Load Bearing (tons) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ��.�,�� ADDRESS: 4410, 4416, qUE LR ffiW1'd Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) 46 full length bars with #3 ties @4" o.c. at top of pileand @10" o.c. at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAnn't C.Y. Pump Strokes Actual GroutAmt. C.Y. Grout Factor comp p s tension Date: - April 17, 2019 Notes 1 91 2:53 30 1.50 56 2.32 1.55 80 1 24 JADONEL #8001 Arrived 2:20 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 1.33 80 1 24 IStop 4:03 Start 4:03 5 95 2:21 30 1.50 50 2.08 1.38 80 1 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 SO 1 24 IStop 6:00 12 13 14 15 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 (tons) Load Bearingtons 5000 psi 40 comp - 12 tension . Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416, �321N11'iHw-y1%� Misc. Info: CITY: Fort Pierce, FL Field Notes: - Steel Specs: (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) Theories[ Grout Am't C.Y. Pm mes Actual Grout Amt. C.Y. Grout Factor I comp p s tension Date: - April 18, 2019 Notes 1 102 3:00 30 1.50 50 2.01 1.34 80 1 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 1 2.01 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 Test taken 9 cy 7 108 2:57 30 1.50 48 1.93 1.29 80 24 8 109 2:31 1 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 1101 - 3:00 30 1 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 9:56 11 112 3:00 30 1.50 48 1.93 1 1.29 80 24 9 cy 12 I 13 2:40 30 1.50 51 2.05 1.37 80 24 13 "Ill 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 IStop 10:55 Start 10:55 15 116 2:25 30 1.50 52 2.09 1.39 ADONEL #7016 Arrived 10:27 16 117 2:11 30 1.50 50 2.01 1.34 9 cy 17 118 2:40 30 1.50 51 2.05 1.37 18 119 2:05 30 1.50 52 2.09 1.39 1180ADONEL Stop 11:49 Start 11:49 19 120 2:53 30 1.50 53 2.13 1.42 #7009 Arrived 11:45 20 121 2:23 30 1.50 54 2.17 1.45 9 cy Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile dog PROPOSED TWO-STORY RESIDENCE & PROJECT:�� g `4.: Contractor: SIGN HOMES Grout Spec's Load Bearing (tans) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416,N F1YJ..A3. Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @4" o.c. at top of pile d @10" o.c.at balance Pile I.D. Auger Time MIN. Depth (feet) Theories[ Grout Am't C.Y. Pump Strobes Actual Grout Amt C.Y. Grout Factor Kips comp tension Date: April 18, 2019 Notes 1 122 2:33 30 1.50 53 2.13 1.42 80 1 24 2 123 2:41 30 1.50 49 1.97 1.31 80 1 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 1201 M 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 13t? a 2:49 30 1.50 52 2.09 1.39 So 24 9 cy 10 131 2:48 30- 1.50 52 2.09 1.39 80 24 11 3 2:49 30 1.50 53 2.13 1.42 80 24 Stop 3:14 Start 314 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 15 136 2:14 30 1.50 55 2.21 1.47 80 1 24 16 137 2:07 30 1.50 53 2.13 1.42 SO 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 1 80 24 Stop 5:30 20 Pag.: 8/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile 1,og PROPOSED TWO-STORY RESIDENCE & PROJECT: %& ILogged Contractor: SION HOMES Grout Spec's Load Bearing (tons) 5000 psi 40 comp 12 tension By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416,94221�lrFiLvyA Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Spee's: (6) #6 full length bars with #3 ties @4" at top of pile and 610" 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 camp is p tension Date: April 19, 2019 Notes 1 141 2:57 30 1.50 48 2.16 1.44 80 1 24 IStart 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 3 143 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 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 g0 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 1.50 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 JADONEL #7004 Arrived 9:39 15 155 2:44 30 1.50 52 2.34 1.56 80 24 1 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 18 158 1 2:35 30 1.50 55 2.48 1.65 80 24 JADONEL #4009 Arrived 10:23 19 159 1 2727 30 1.50 55 2.48 1.65 80 24 1 9 cy 20 160 1 1:59 30 1.50 50 2.25 t.50 80 1 24 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & PROJECT: fMal _�„� Contractor: SION HOMES Grout Spec's Load Bearing (tans) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416, ;N WTA'fA Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 fall length bars with #3 ties @4" at top of pile an 10" at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical GroutAm't C.Y. Pump Strokes Stroke Actual GroutAmt. C.Y. Groulips Factor Facto comp P 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 a 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 PROJECTPROPOSED TWO-STORY RESIDENCE & • P Q Contractor: SION HOMES Grout Spec's Load Bearing (tons) 5000 psi 40 camp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: ADDRESS: 4410, 4416E4422._Jylliii�AfiA Misc. Info: CITY: Fort Pierce, FL Field Notes: Steel Spec'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 Am't C.Y. Pump Strolces Actual Grout Amt. C.Y. Grout Factor Kips comp I 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 2.0B 1.39 80 24 ADONEL #7007 Test taken 9 cy 3 1165 2:35 30 1.50 55 2.34 1.56 80 24 4 166 2:22 30 1 1.50 50 2.13 1 1.42 80 24 IStop 10:39 5 167 2:14 30 1.50 52 2.21 1.47 80 24 Start 10:40 Arrived 10:15 6 rl 6�8 ]W 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 6 170 1 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 1 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 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 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 1 24 17 179 2:22 1 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 1.50 53 2.25 1.50 80 24 ADONEL #8001 9 cy 20 182 2:26 30 1 1.50 55 1 2.34 1.56 80 24 Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT • PRO POSED TWO-STORY RESIDENCE & OO Contractor: SION HOMES Grout Spec's _ Load Bearing (tons) 5000 psi 40 comp 12 tension Logged By: AO SOILPROBE ENGINEERING & TESTING, INC. Engineers Sign and Seal: r:�r ADDRESS: 4410, 4416,�12MMEWy`Tr Misc.Info: 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes. Actual GroutAmt. C.Y. Grout Factor comp i ps tension Date: April 23, 2019 Notes 1 183 2:10 30 1.50 55 2.34 1.56 80 1 24 IStop 1:57 2 184 2:34 1 30 1.50 56 2.38 1.59 80 1 24 IStart 2:06 Arrived 1:00 3 185 2:28 1 30 1.50 55 2.34 1.56 80 1 24 JADONEL #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 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 8 190 2:22 30 1.50 55 2.34 1.56 8o 24 Stop 3:30 9 10 11 12 13 14 15 16 17 18 19 20 Pag.: 12/12 94 95 96 51 52 53 - ----- ----- 54 55 971 9.1 56 A 1 99 /01\ 163 53 102 108 �-1 06 -"]k L 1171 Ell, 04 ----- 1241 118 103 105 =,W,ello 125 170 171 120 -1 Z 119 121 122 123 127 172 AUGER CAST FILE LAYOLrr �.Tx•. I A, 615 64 131 RE Ell 115 173 174 SOMPROBE ENGINEERING AND I Pile Location Sketch TESTING American Foundation Lot #3 3931 SW 4r Ave. #104��- Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115 1 TESTING 3931 SW 4T" Ave. 9104 Davie, FL 33314 Tel. (954) 584-6115 r-AM, 129 13�C I I I 111- 1 165 1 12 I �:51N 1 ! PROPOSED I POOL 166 114 169 %, Iv 132 _ American Foundation Pile Location Sketch Lot #3 Fo '.Tierce, FL