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Soilprobe Engineering & Testing_4845 Watersong Way_Carlos Lanza
co O O CD CD �, �, • -►� e'•• � � a 3 CDC' ,.._, . CD � , ,..� CD � v� CD � � O CD 4p cD c� �' ' • a OCD 6' D O O �-h CD CD S� �l1 ``e O O � O UP O rt o o x ('D o cn p -i ;c y r+ CD o; CD C O cn CD CD 0 • � � o CD 0 • cn -t CD r+ CD n O CAD �- -' �, p `(D C-D `(D D ~ n cn CD O CDcn �1 En N p •� � � � N cn � ¢, � CD O CDCL pcn CD n cn (D >CD con CD CD cn � SOILPROBE ENGINEERING AND TESTING, INC. 14" Auger Cast Pile Log Contractor: CL CONTRACTORS Grout Spec's PROJECT: PROPOSED 3-STORY HOME Load Bearing (tons) Logged By: JP 5000 psi SOILPROBE ENGINEERING & 35 comp TESTICy�Ns 0 �o ADDRESS: 4845 Watersong Way Misc. Info: Eiieexig a{o,�� 8 tension CITY: Fort Pierce, FL o No 34�? 3 ,yy P r Field Notes: Pile depht measured from top of building pad of aprox 2.5 feet under existing grade. AT OF �%V Steel Spec's: ACP with (5) #5's vertical bars with #3 ties @12" o/c and (1) 97 full length at center of pile. 4,t or _ ger Depth Theorica[ Pump Actual Grout Kips Date: October 20, 2021 rill, j t Time (feet) Grout Am't Grout Amt. C.Y. Strokes C.Y. Factor comp tension NotesMIN. 1 1 3:36 28 1.12 38 1.52 1.36 70 16 Start 1:53 Arrived 1.01 2 2 3:42 28 1.12 37 1.48 1.32 70 16 CEMEX #71824 Test taken 9cy 3 3 2:49 28 1.12 38 1.52 1.36 70 16 4 4 2:58 28 1.12 36 1.44 1.29 70 16 5 5 2:55 28 1.12 38 1.52 1.36 70 16 6 6 4:27 28 1.12 36 1.44 1.29 70 16 Stop 3:09 7 7 3:23 28 1.12 38 1.52 1.36 70 16 Start 5:58 Arrived 5:50 8 8 3:11 28 1.12 37 1.48 1.32 70 16 CEMEX #68393 9cy 9 1 9 333 28 1.12 38 1.52 1.36 70 16 10 10 3:12 28 1.12 37 1.48 1.32 70 16 11 11 3:56 28 1.12 37 1.48 1.32 70 16 12 12 2:47 28 1.12 37 1.48 1.32 70 16 Stop 7:00 13 14 15 16 17 18 19 20 Pag.: 1/3 SOILPROBE ENGINEERING AND TESTING, INC. 14" Auger Cast Pile Log PROJECT: PROPOSED 3-STORY HOME Contractor: CL CONTRACTORS Grout Spec's Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & ' 1 ! 35 comp TESTIN�C%t,4It1`r�. !`'� ADDRESS: 4845 Watersong Way Misc. Info: Eng�a err�i 8 tension CITY: Fort Pierce FL. No 4 e Field Notes: Pile depht measured from top of building pad of aprox of 2.5 feet under existing grade. c-TATE OF Steel Spec's: ACP with (5) #5 vertical bars with #3 ties @12" o/c and (1) 97 full length at center of pile 1 � �� er *Time Depth p Theorical Pump Actual Grout Kips Date: October 21, 2021 fl k t I 1 (feet) Grout Am p Grout Amt. MIN. C.Y. Strokes C.Y. Factor comp tension Notes 1 13 2:55 28 1.12 37 1.48 1.32 70 16 Start 11:20 Arrived 11:00 2 14 2:41 28 1.12 36 1.44 1.29 70 16 ADONEL #7007 9cy 3 15 2:44 28 1.12 38 1.52 1.36 70 16 4 16 2:58 28 1.12 37 1.48 1.32 70 16 5 17 2:55 28 1.12 38 1.52 1.36 70 16 6 18 2:59 28 1.12 37 1.48 1.32 70 16 Stop 12:05 7 19 2:54 28 1.12 36 1.44 1.29 70 j 16 Start 12:15 Arrived 11:25 8 20 3:11 28 1.12 38 1.52 1.36 70 16 ADONEL #7010 9cy 9 21 3:02 28 1.12 38 1.52 1.36 70 16 10 22 2:49 28 1.12 37 1.48 1.32 70 16 11 23 2:55 28 1.12 36 1.44 1.29 70 16 12 24 2:47 28 1.12 38 1.52 1.36 70 16 Stop 1:20 13 1 25 2:58 28 1.12 36 1.44 1.29 70 16 Start 1:30 Arrived 11:45 14 26 2:59 28 1.12 35 1.40 1.25 70 16 ADONEL #8003 Test taken 9cy 15 27 3:03 28 1.12 36 1.44 1.29 70 16 16 28 3:12 28 1.12 36 1.44 1.29 70 16 17 29 3:10 28 1.12 37 1.48 1.32 70 16 18 30 2:50 28 1.12 38 1.52 1.36 70 16 Stop 2:45 19 31 2:57 28 1.12 38 1.52 1 1.36 70 16 Start 4:45 Arrived 4:35 20 32 1 2:56 28 1.12 38 1.52 1 1.36 70 16 ADONEL #7014 9cy Pag.: 2/3 SOILPROBE ENGINEERING AND TESTING, INC. 14" Auger Cast Pile Log PROJECT: PROPOSED 3-STORY HOME Contractor: CL CONTRACTORS Grout Spec's Load Bearing (tons) Logged By: AO 5000 psi SOILPRQ��:I� I� I�fAING & 35 comp TES\ ,,xcy.n �T €q %%% ADDRESS: 4845 Watersong Way Misc. Info: Engine g11 1dii eal'i� 8 tension 1 t .01 \ ' CITY: Fort Pierce, FL. _ :-Field Notes: Pile de ht measured from to of building k4, p p g pad of aprox of 2.5 feet under existing grade. el �� Steel S ec's: ACP with 5 #5 vertical bars with #3 ties @12" o/c and (1) #7 full length at center of pile p () ! 11 J ! 111 0\Xuger Depth Theorical Actual Date: October 21, 2021 Pile I.D. Time (feet) Grout Am' Grout Amt. Grout Kips MIN. C.Y. Strokes Stroke s C.Y. Factor comp tension Notes 1 33 3:10 28 1.12 36 1.44 1.29 70 16 2 34 3:05 28 1.12 37 1.48 1.32 70 16 3 35 3:01 28 1.12 36 1.44 1.29 70 16 4 36 2:57 28 1.12 38 1.52 1.36 70 16 Stop 5:45 5 37 2:59 28 1.12 37 1.48 1.32 70 16 Start 6:05 Arrived 6:00 6 38 2:45 28 1.12 38 1.52 1.36 70 16 ADONEL #7003 9cy 7 39 2:36 28 1.12 34 1.36 1.21 70 16 8 40 2:50 28 1.12 38 1.52 1.36 70 16 9 41 2:55 28 1.12 37 1.48 1.32 70 16 10 42 3:07 28 1.12 38 1.52 1.36 70 16 Stop 7:05 11 43 2:59 28 1.12 37 1.48 1.32 70 16 Start 7:20 Arrived 6:04 12 44 2:54 28 1.12 36 1.44 1.29 70 16 ADONEL #7004 4cy 13 45 2:55 28 1.12 37 1.48 1.32 70 16 14 Stop 7:45 15 16 17 18 19 20 Pag.: 3/3 II III I II II ri 411 Mk 'CIO NO L--j L- CIO I oil- CIO 00 T T- -T 7 T C4 IL 7A