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HomeMy WebLinkAboutSOIL PROBE ENGINEERING & TESTINGSOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & ' Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL 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 tendon 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. -PuActual Strokes Grout Amt- C.Y. Grout -__Factor - Kips pes - 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 3 143 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 9 149 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 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 1 24 Stop 11:32 Start 11:32 18 158 2:35 30 1.50 1 55 2.48 11.65 80 24 ADONEL #4009 Arrived 10:23 19 159 2:27 30 1.50 55 2.48 1 1.65 80 24 9 cy 20 160 1:59 30 1.50 50 2.25 1 1.50 80 24 I Pag.: 9/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT POOL Logged By: AO 5000 psi Load Bearing (tons) SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 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" 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 --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 I 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 Bearing (tons) POOL 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: 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. ump _Pokes- __ Actual _ Grout Amt. C.Y. Grout Factor -- --- s Kips --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 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 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 1 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 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 30 1.50 52 2.21 1.47 80 1 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 24 I Pag.: 11/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log 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: 4410, 4416, 4422 N Hwy A1A Misc. Info: 12 tendon Engineers Sign and Seal:47 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 Strokes. Actual Grout Amt. C.Y. Grout Factor Kips p 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 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 2:05 30 1.50 54 2.30 1.53 80 24 IADONEL #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 i • 94 -q 95 51 52 53 t e •m- ,; —. �� — — — .� .u•..wx<: MS:tl.tYl�OfiA•12. �., i — — _� .— r —.. ..a a� .— —_ �� �I.y.*ern; ttxxao: 54 �� 5558 � 1 i [ 97 4 ! � 7 1 £14TFd1./FfR�?s/e8 i �� I 3ilki'_'_-'�fiL'�fL• 'rp 57. 62 s ' 60 'i 04 101 -4. 2"". I rnc^i e:r..'iOiatasur� vca, au:,,remvv 53 102 108 107 hh s, �Q106 111109 17 _ 104 118 P f p ?�'il i 1( 3 _ I .� — -.�.� �. — —VMV I M 131 1 ■ 1i. . Jt • ,t. )shf.'iL2lG! =�.I �•�w � SLOuf�Gi "0' i ' 20 26 ilSRf•.:.'�l}r.1:9� y ��'� �: ��, M1 %R.�.a� �f — _ — — �� i ��� swat, p `^1 Alit 119 121 122 123 127 172 /AUGER CAST FU! LAYOUT 173 -174 SOMPROBE ENGINEERING AND TESTING American Foundation Pile Location Sketch 3931 SW 47`h Ave. #104 4410, 4416, 4422 N Hwy AIA Davie, FL 33314 Fort Pierce, FL Tel. (954) 584-6115 n] 40 SOILPROBE ENGINEERING AND TESTING 3931 SW 47h Ave. #104 Davie, FL 33314 Tel. (954) 584-6115 e4 U-4 I � 011INVIZ Oxwoo, O&VnCIA (16,41 3. 54ALL 8E FRIOMR DEM American Foundation Pile Location Sketch 4410, 4416, 4422 N Hwy AlA I Fort Pierce, FL 130 .............. . . ............ 1 112 41-6 POOL Ti: P1 11-- ry lot 114 169 b T,4M4G LEDGE _4 -.132 68 i 1p za SOILPROBE ENGINEERING AND TESTING American Foundation Pile Location Sketch 3931 SW 4" Ave. #104 4410, 4416, 4422 N Hwy AlA Davie, FL 33314 Fort Pierce, FL Tel. 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