Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutSOILPROBE ENGINEERING` RFCF� 3931 SW 47 Ave. #104 AQ oCl Davie, Fl. 33314 SCANNED Te1:954-584-6115 S't /ry9p e. 1p BY E-mail: rcoletto@.soilprobe.net "ecFOO, st Lode (CM W a v � x . f bQEn eerie & T b 16, 2019 erican Foundation, Inc. 1 80 NW 138th St. #D6 aleah Gardens, FL 330 i i I Pile Installation Certification Proposed Residence Lot #2 41N'MA Fort Pierce, FL oilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles tallation for the above referenced project. Piling operation was conducted by American oundation corresponding to the date of April 16, 17, 18, 19, and 23, 2019 and installation tnessed by a representative of this office. The purpose of this site inspections was to observe d document pile installation operation only. IItotal number of sixty two (62) piles were placed at locations staked in the field by the owner's epresentative 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. i Sincerely, Soilppbe-+ ngineering & Testing, Inc. Wig. No 37334 Enc. Pile installation logs Location sketch .-.. +;t .f " F a ,� a ti,t SD.1LP-ROBE ENGINEERING AND TESTING, INC. 1611 Auger- - a - - ire-ba� PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: Load Bearing (tons) C?Q Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,T_.r471& 4422 N Hwy A1A 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" 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: 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 1 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 1.50 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 1.56 49 2.00 1.34 80 24 8 6 2:00 30 1.50 48 1.96 1.31 80 24 9 9 2:66 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 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 80 24 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 2.13 1.42 80 1 24 Pag.:1/12 - SMP=RABE ENGINEERING AND TESTING, INC. 16" Auger_ As - -T-- a - - OSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) PROOO PROJECT: LM' O`Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410 4422 N Hwy A1A Misc. Info: 12 tension Engineers Sign and Seal: CITY: Fort Pierce, FL Field Notes: r' Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Auger Depth Theorical Actual Kips Date: April 16, 2019 Pile I.D. Time (feet) Grout Ain't Pump Strokes Grout Amt. Grout Factor Notes MIN. C.Y. 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 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 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 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 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 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 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 80 24 JADONEL #7004 Arrived 2:38 J Pag.: 2/12 �SOtLP110B MISIMNEERING AND TESTING, INC. 1611 Auger Cas - i e -- ---- -_ =- — _--------- --- - - PRO OSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's - PROJECT: FO+ �L. Load Bearing (tons) P.1-1 Logged By; AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Si at: L 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Ain't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor la s P comp tension Date: April 16, 2019 Notes 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 SGILP OBE=ENGINEERING AND TESTING, INC. 16" Auger Castob== PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410k44!&Q, 4422 N Hwy A1A Misc. Info: Engineers Sign a eal: 12 tension CITY: Fort Pierce, FL Field Notes: Z Steel Spec'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 C.Y. Pump Strokes. Actual Grout Amt. C.Y. Factor Kips p 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 1 52 2:39 30 1.50 1 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 56 2:34 30 1.50 49 2.03 1.36 80 24 IADONEL #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 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 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 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 18t]jj]j 2:21 30 1.50 49 2.03 1.36 80 24 Stop 10:55 Start 10:55 2:34 -- ___30 1.50 51 2.12 1.41 80 24 ADONEL #7016 Arrived 10:35 202:12 30 1.50 1 52 2.16 1:44 80 24 1 9 cy Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. - - uge �-zSe=�-ob=- ---- _ _ - PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's 0-11 Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,_ 441 , 4422 N Hwy A1A 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" 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. GroutFactoor Kips P comp tension Date: April 17, 2019 Notes 1 71 3:05 30 1.50 50 2.08 1.38 80 24 2 72 2:42 30 1.50 47 1.95 1.30 80 24 Stop 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 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 1 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 2.20 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 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 Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's 9.20 Logged BY: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,21 M16 4422 N Hwy A1A Misc. Info: 12 tension Engineers Sig eal: 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 - 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: 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 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 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 11 101 2:37 30 1.50 50 2.08 1.38 80 24 Stop 6:00 12 13 14 15 16 17 18 19• 20 - Pag.: 6/12 SOILPROBE ENGINEERING AND TESTING, INC. PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) � ` Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4.16y 4422 N Hwy A1A 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 Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am C.Y. PumActual Strokes Stroke s Grout Amt. C.Y. Grout Factor Kips 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 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 80 24 Start 8:57. Arrived 8:42 6 107 2:14 30 1.50 1 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 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 10 111 3:00 30 1.50 52 2.09 1.39 80 24 IADONEL #7014 Arrived 9:56 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 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 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 11:45 20 121 -2.23- - - 30-- - 1.50 54 2.17 1.45 80 24 9 cy Pag.: 7/12 --- - - - kO°ILPROBE ENGINEERING AND TESTING, INC. - �='--16u=AugevG-a" ffeL PROPOSED TWO-STORY RESIDENCE& lContractor. SION HOMES Grout Spec's PROJECT: "P Load Bearing (tons) ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 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 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 18,2019 Notes 1 122 2:33 30 1.50 63 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 4 125 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 i34 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 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 LF�ZV 2:32 30 1.50 51 2.05 1.37 80 24 ADONEL #4005 Arrived 2:24 13 1 4 2:04 30 1.50 51 2.05 1.37 80 24 Test taken 9 cy 14 X1735 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 24 16 137 2:07 30 1.50 53 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 #70D9 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. ---- _--------- ---- ---- ---= - _ _ �' = -gee ast e-La¢ _ PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) QN-6 V Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4t '4 b44422 N Hwy A1A Misc. Info: Engineers Sign and Seal: Ai�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. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Ki s 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 1 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 80 24 9 1,4 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 IADONEL #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 ADONEL #7004 Arrived 9:39 15 15� 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 24 17 157 2:32 30 1.50 53 2.39 1.59 24 Stop 11:32 Start 11:32 18 158 2:35 30 1.50 55 2.48 1.65 IR 24 ADONEL #4009 Arrived 10:23 19 159 2:27 30 1.50 55 2.48 1.65 24 9 cy 20 160 1:59 __ 30 1.50 50 2.25 1.50 24 Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's , - 4 OLD Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4�, 4422 N Hwy A1A Misc. Info: 12 tendon Engineers Sign and Seal: 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. 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. PROJECT PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's - fPOQL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410,V'4 IR, 4422 N Hwy A1A Misc. Info: Engineers Sign eal: 12 tension 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. St omes Actual Grout Amt. C.Y. Grout Factor Kips p 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 IADONEL #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 1 24 ADONEL #7016 9 cy 7 169 2:09 30 1.50 54 2.30 1.53 80 1 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 9 cy 12 174 2:27 30 1.50 50 2.13 1.42 80 1 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 1 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 1.50 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 ADONEL #8001 9 cy --20 -182- -- - - -2:26- __30 1.50 55 2.34 1.56 80 1 24 Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's _ PROJECT: � Load Bearing (tons) �P�.-Ott Lo ed B AO 5000 psi '__.- Y� � gg SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 44+1 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: i Steel Spec's: Auger Cast Pile with (6) #6 full length bars with #3 ties @4" at top of pile and @10" at balance Auger Depth Theorical Actual Date: April 23, 2019 Pile I.D. Time (feet) Grout Am't Pump Grout Amt. Grout Kips Strokes. Factor Notes MIN. C.Y. C.Y. comp tension 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 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 1 188 2:25 30 1.50 1 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 80 24 Stop 3:30 9 10 11 , 12 13 14 15 16 17 18 19 20 Pag.: 12/12 �j E '-%Aa& Ga� SOIL ROBE ENGINEERING AND Pile Location Sketch TESTING American Foundation Lot #2 3931 SW 47h Ave. #104 Davie, FL 33314 Tel. (954) 584-6115 Fort Pierce, FL 1 1 1