Compressive Strength of Grout Cube-Auger Cast Pile5
12/23/2019 Mail - Building Department - Outlook
Permit#PRCN20170383 closeout.
Jay Butterbaugh <Jay_Butterbaugh@cargiII.com>
Mon 12/23/2019 1:57 PM
To: Building Department <building@blairnebraska.org>
Cc: Jay Butterbaugh <Jay_Butterbaugh@cargill.com>
1 9 attachments (549 KB)
Compressive Strength of Grout Cube_006_.pdf; Compressive Strength of Grout Cube_007_.pdf; Compressive Strength of Grout
Cube_008_.pdf; Compressive Strength of Grout Cube_009_.pdf; Compressive Strength of Grout Cube _001_.pdf; Compressive
Strength of Grout Cube_002_.pdf; Compressive Strength of Grout Cube_003_.pdf; Compressive Strength of Grout Cube_004_.pdf;
Compressive Strength of Grout Cube_005_.pdf;
Please find the special inspection reports for grout cube breaks. Following this email will concrete break reports.
Thank you.
Jay Butterbaugh
Construction Supervisor
Office 1-402-533-4114
Cell 1-402-651-4650
https://outlook.office.com/mail/inbox/id/AAQkAGE20TU2NjRmLTkzZTktNGJINiO5ZD]jLTJjMjFjOGE1 NjM1 NAAQAH9%2B68LPIUpjnOMuRlw6910%3D/... 1/1
Compressive Strength of Grout Report #: GCF-000007
Report Date: 1/29/2018
Cube Sample: 37337
ASSOCIATES Test Method:
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Client:
Cargill Inc
650 Industrial Park Dr
Blair, NE 68008
Project:
017-3801
Cargill Project Octopus Observation Blair NE
Blair, NE
Sample Details
Set #: 6 Technician: Anderson, Jason Batched: 09:30 CST
Specimen Size: 2"x 2" x 2" Cast By: Anderson, Jason Sampled: 09:30 CST
Specimens In Set: 6 Date Cast: 12/13/17 Cast: 09:45 CST
Contractor: Cargill Sampled From: Truck Chute
Location
Placement Location: Footing - Auger Cast Pile
Location Details: Auger Cast Pile l
Sample Location / Notes: Auger cast pile #1
Batch Log Specifications
Method of Batching: Pre Mixed Cement Qty: 10.00 Strength: 3000 (psi)
Cement Source: Quickrete
Cement Type: Grout
Batch Consistency: Flowable
Field Measurements
Weather: Sunny Consistency: Spread Air Content:
Air Temperature (F): 41 Grout Temp (F):
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab Max Load Strength Break Capping
Number Age Days Date Cure Days Area (in') (Ibs) (psi) Remark Method
6-1 7 12/20/17 7/0 4.00 16,560 4,140 Al -
6-2 28 01/10/18 7/21 4.00 25,090 6,270 B1 -
6-3 28 01/10/18 7/21 4.00 21,600 5,400 B1 -
6-4 1 56 1 02/07/18 1 7/49
6-5 56 H 02/07/18 7/49
6-6 56 H 02/07/18 7/49
Test Age Average Strengths (psi): 7 Day - 4140, 28 Day - 5840
Break Remarks < Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength. -: Not Applicable
B1: Test result meets or exceeds the 28 day specified strength.
Jason Anderson
Project Manager
Page 1 of 1
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Client:
Cargill Inc
650 Industrial Park Dr
Blair, NE 68008
Project:
017-3801
Cargill Project Octopus Observation Blair NE
Blair, NE
Sample Details
Set #: 6 Technician: Anderson, Jason Batched: 09:30 CST
Specimen Size: 2"x 2" x 2" Cast By: Anderson, Jason Sampled: 09:30 CST
Specimens In Set: 6 Date Cast: 12/13/17 Cast: 09:45 CST
Contractor: Cargill Sampled From: Truck Chute
Location
Placement Location: Footing - Auger Cast Pile
Location Details: Auger Cast Pile l
Sample Location / Notes: Auger cast pile #1
Batch Log Specifications
Method of Batching: Pre Mixed Cement Qty: 10.00 Strength: 3000 (psi)
Cement Source: Quickrete
Cement Type: Grout
Batch Consistency: Flowable
Field Measurements
Weather: Sunny Consistency: Spread Air Content:
Air Temperature (F): 41 Grout Temp (F):
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab Max Load Strength Break Capping
Number Age Days Date Cure Days Area (in') (Ibs) (psi) Remark Method
6-1 7 12/20/17 7/0 4.00 16,560 4,140 Al -
6-2 28 01/10/18 7/21 4.00 25,090 6,270 B1 -
6-3 28 01/10/18 7/21 4.00 21,600 5,400 B1 -
6-4 1 56 1 02/07/18 1 7/49
6-5 56 H 02/07/18 7/49
6-6 56 H 02/07/18 7/49
Test Age Average Strengths (psi): 7 Day - 4140, 28 Day - 5840
Break Remarks < Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength. -: Not Applicable
B1: Test result meets or exceeds the 28 day specified strength.
Jason Anderson
Project Manager
Page 1 of 1
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab Max Load Strength Break Capping
Number Age Days Date Cure Days Area (in') (Ibs) (psi) Remark Method
6-1 7 12/20/17 7/0 4.00 16,560 4,140 Al -
6-2 28 01/10/18 7/21 4.00 25,090 6,270 B1 -
6-3 28 01/10/18 7/21 4.00 21,600 5,400 B1 -
6-4 1 56 1 02/07/18 1 7/49
6-5 56 H 02/07/18 7/49
6-6 56 H 02/07/18 7/49
Test Age Average Strengths (psi): 7 Day - 4140, 28 Day - 5840
Break Remarks < Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength. -: Not Applicable
B1: Test result meets or exceeds the 28 day specified strength.
Jason Anderson
Project Manager
Page 1 of 1
Jason Anderson
Project Manager
Page 1 of 1
ASSOCIATES
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Compressive Strength of Grout Report #: GCF-000002
p g Report Date: 1/29/2018
Cube Sample: 37354
Test Method:
Client: Project:
Cargill Inc 017-3801
650 Industrial Park Dr Cargill Project Octopus Observation Blair NE
Blair, NE 68008
Blair, NE
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set #:
7
Technician:
Hanselman, Dale
Batched:
09:08 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanselman, Dale
Sampled:
10:15 CST
Specimens In Set:
3
Date Cast:
12/20/17
Cast:
10:30 CST
Truck / Ticket #:
3424 152987781
Sampled From:
Truck Chute
Truck Empty:
11:00 CST
Contractor:
Berkel & Company
Placement Method:
Pump
Placement Time:
112 (min)
Contractors
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
HIS Evaporation Building Pile E 46
Sample Location / Notes: HIS Evaporation Building Pile E 46
Batch Log ;
Specifications
Supplier:
Gerhold Concrete
Mix Design:
Berke] Auger Filing Mix
Strength:
4000 (psi)
Plant:
529
Batch Consistency.
Fluid
Field Measurements
Weather:
Sunny
Flow Cone (sec):
31.0 (C939)
Air Content:
Air Temperature (F): 38
Grout Temp (F):
52 (C1064)
Load Volume:
8 (yd3)
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (int)
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
7-1 7 12/27/17 6/1 4.00
13,530
3,380
Al -
7-2 28 01/17/18 6/22 4.00
22,750
5,690
Bl -
7-3 28 01/17/18 6/22 4.00
23,820
5,960
B1 -
Test Age Average Strengths (psi): 7 Day - 3380, 28 Day - 5820
Break Remarks '
Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength.
B1: Test result meets or exceeds the 28 day specified strength.
-: Not Applicable
<�;o Z-___
Jason Anderson
Project Manager
Page 1 of 1
G
Report #: GCF-000001
Compressive Strength of Grout Report Date: 1/29/2018
C -Y OLSSON
Cube
Sample: 37425
ASSOCIATES
Test Method:
Technician:
Sarpy
Client:
Project:
11627 Virginia Plaza
Cargill Inc
017-3801
Suite 103
650 Industrial Park Dr
Cargill Project Octopus Observation Blair NE
La Vista, NE 68128
Blair, NE 68008
Date Cast:
Phone: 402-827-7220
Cast:
Blair, NE
Fax: 402-827-7223
3427 / 52987817
Sampled From:
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set #:
8
Technician:
Hanselman, Dale
Batched:
10:01 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanselman, Dale
Sampled:
11:40 CST
Specimens In Set:
3
Date Cast:
12/21/17
Cast:
11:50 CST
Truck / Ticket #:
3427 / 52987817
Sampled From:
Truck Chute
Truck Empty:
12:00 CST
Contractor:
Berkel & Company
Placement Method:
Pump
Placement Time:
119 min
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
Utility Building
Pile U 06
Sample Location / Notes: Pile U06
Batch Log
Specifications
Supplier:
Gerhoid Concrete
Mix Design:
Berke] Auger Filing Mix
Strength:
4000 (psi)
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Rain
Flow Cone (sec):
30.0 (C939)
Air Content:
Air Temperature (F): 32
Grout Temp (F):
51 (C1064)
Load Volume:
8 (yd')
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (in')
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
8-1 7 12/28/17 1/6 4.00
10,740
2,690
A2 -
8-2 7 12/28/17 1/6 4.00
9,760
2,440
A2 G
8-3 28 01/18/18 1127 4.00
17,800
4,450
131 -
Test Age Average Strengths (psi): 7 Day - 2560, 28 Day - 4450
Break Remarks
Capping Methods
A2: Test result is less than 75% of the 28 day specified strength.
131: Test result meets or exceeds the 28 dayspecified strength.
-: Not Applicable
G: Gypsum Cas ASTM C617
Jason Anderson
Project Manager
Page 1 of 1
Lab Test Results
Report#: GC 011
Compressive ressive Stren thofGrout
�
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Report Date: 2/19/2018
Set M
Cube
Sample: 37469
Hanseiman, Dale
Batched:
09:10 CST
ASSOCIATES
Test Method:
Cast By:
Sarpy
Client:
Project:
11627 Virginia Plaza
Cargill Inc
017-3801
Suite 103
650 Industrial Park Dr
Cargill Project Octopus Observation Blair NE
La Vista, NE 68128
Blair, NE 68008
Sampled From:
Phone: 402-827-7220
Truck Empty:
Blair, NE
Fax: 402-827-7223
Berkel & Company
Placement Method:
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set M
9
Technician:
Hanseiman, Dale
Batched:
09:10 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanseiman, Dale
Sampled:
09:40 CST
Specimens In Set:
3
Date Cast:
12/22/17
Cast:
09:50 CST
Truck / Ticket #
3589 / 52987836
Sampled From:
Truck Chute
Truck Empty:
10:40 CST
Contractor:
Berkel & Company
Placement Method:
Pump
Placement Time:
90 min
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
Utility Building
Pile U 27
Sample Location / Notes: Utility Building
Pile U 27
Batch Log
Specifications
Supplier:
Gerhold Concrete
Mix Design:
Berkel Auger Filing Mix
Strength:
4000 (psi)
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Sunny
Flow Cone (sec):
31.0 (C939)
Air Content:
Air Temperature (F): 19
Grout Temp (F):
52 (C1064)
Load Volume:
8 (yd 3)
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab Max Load
Number Age Days Date Cure Days Area (in') (Ibs)
Strength
(psi)
Break Capping
Remark Method
9-1 7 12/29/17 6/1 4.00
2,160
540
A2
9-2 28 01/19/18 6/22 4.00
5,450
1,360
B2 -
9-3 56 02/16/18 6/50 4.00
5,810
1,450
B2 -
Test Age Average Strengths (psi): 7 Day - 540, 28 Day -1360, 56 Day -1450
Break Remarks
Capping Methods
A2: Test result is less than 75% of the 28 day specified strength.
B2: Test result does not meet the 28 dayspecified strength.
-: Not Applicable
;�—
Jason Anderson
Project Manager
Page 1 of 1
xplOLM'q A,
ASSOCIATES
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Compressive
Cube
Test Method:
Client:
Cargill Inc
650 Industrial Park Dr
Blair, NE 68008
Strength of Grout Report #: GF -000006
Report Date: t1/29/2018
Sample: 37119
Project:
017-3801
Cargill Project Octopus Observation Blair NE
Blair, NE
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set #:
1
Technician:
Hanselman, Dale
Batched:
10:24 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanselman, Dale
Sampled:
11:20 CST
Specimens In Set:
3
Date Cast:
12/14/17
Cast:
11:35 CST
Truck / Ticket #:
3327 / 52987635
Sampled From:
End of Pump
Truck Empty:
11:17 CST
Contractor:
Berke] & Co.
Placement Method:
Pump
Placement Time:
53 min
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
Utility Building
Addition Pile - U 26
Sample Location / Notes: Pile - U 26
Batch Log
Specifications
Supplier:
Gerhold Concrete
Mix Design:
Berke] Auger Filing Mix
Strength:
4000 (psi)
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Overcast
Flow Cone (sec):
31.0 (C939)
Air Content:
Air Temperature (F): 39
Grout Temp (F):
63 (C1064)
Load Volume:
8 (yd3)
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (in')
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
1-1 7 12/21/17 4/3 4.00
14,720
3,680
Al
1-2 28 01/11/18 4/24 4.00
18,290
4,570
B1 -
1-3 28 01/11/18 4/24 4.00
16,900
4,230
B1 -
Test Age Average Strengths (psi): 7 Day - 3680, 28 Day - 4400
Break Remarks
Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength.
131: Test result meets or exceeds the 28 dayspecified strength.
-: Not Applicable
Jason Anderson
Project Manager
Page 1 of 1
-�
&
Report#: GC 008
Compressiver
Cube
Report Date: 1/29/2018
Sample: 37148
Set M
2
Technician:
ASSOCIATES
Test Method:
12:46 CST
Sarpy
Client:
Project:
11627 Virginia Plaza
Cargill Inc
017-3801
Suite 103
650 Industrial Park Dr
Cargill Project Octopus Observation Blair NE
La Vista, NE 68128
Blair, NE 68008
13:40 CST
Phone: 402-827-7220
3424 / 52987608
Blair, NE
Fax: 402-827-7223
Truck Empty:
14:00 CST
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set M
2
Technician:
Johnson, Evan
Batched:
12:46 CST
Specimen Size.
2"x 2" x 2"
Cast By:
Johnson, Evan
Sampled:
13:35 CST
Specimens In Set:
3
Date Cast:
12/13/17
Cast:
13:40 CST
Truck / Ticket M
3424 / 52987608
Sampled From:
Truck Chute
Truck Empty:
14:00 CST
Contractor:
Berke]
Placement Method:
Pump
Placement Time:
74 min
Location
-
Placement Location:
Footing - Auger Cast Displacement Pile
Location Details:
Pile #U09
Sample Location / Notes: Pile#U09
Batch Log
Specifications
Supplier:
Ready Mixed Concrete Mix Design:
BERKEL AUGER
Strength:
4000 (psi)
Company - Lyman
PILING MIX
Flow Cone:
13 - 25 (sec)
Richey
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Flow Cone (sec):
30.0 (C939)
Air Content:
Air Temperature (F): 50
Grout Temp (F):
65 (C1064)
Load Volume:
8 (yd 3)
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (int)
Max Load
(lbs)
Strength
(psi)
Break Capping
Remark Method
2-1 7 12/20/17 2/5 4.00
15,500
3,880
Al -
2-2 28 01/10/18 2126 4.00
23,490
5,870
131 -
2-3 28 01/10/18 2/26 4.00
27,520
6,880
131 -
Test Age Average Strengths (psi): 7 Day - 3880, 28 Day - 6380
Break Remarks <
Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength.
B1: Test result meets or exceeds the 28 day specified strength.
-: Not Applicable
Jason Anderson
Project Manager
Page 1 of 1
�A,� Compressive Strength of Grout Report#: GC p g Report Date: 1/29/2/29/2005
018
Cube Sample: 37153
A S S O C I A T E S Test Method:
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Client:
Cargill Inc
650 Industrial Park Dr
Blair, NE 68008
Project:
017-3801
Cargill Project Octopus Observation Blair NE
Blair, NE
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set M
3
Technician:
Johnson, Evan
Batched:
11:35 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Johnson, Evan
Sampled:
12:30 CST
Specimens In Set:
3
Date Cast:
12/15/17
Cast:
12:35 CST
Truck / Ticket #:
3543 / 52987673
Sampled From:
Truck Chute
Truck Empty:
13:30 CST
Contractor:
Berkel & Co Contracting
Placement Method:
Pump
Placement Time:
115 min
General Remarks
Location
Placement Location:
Footing - Auger Cast Displacement Pile
Location Details:
Pile #E61
Sample Location 1 Notes: Pile 4E61
Batch Log
Specifications
Supplier:
Ready Mixed Concrete
Mix Design:
BERKEL AUGER
Strength:
4000 (psi)
Company - Lyman
PILING MIX
Flow Cone:
13 - 25 (sec)
Richey
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Sunny
Flow Cone (sec):
14.6 (C939)
Air Content:
Air Temperature (F): 50
Grout Temp (F):
65 (01064)
Load Volume:
8 (yd3)
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (int)
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
3-1 7 12/22/17 413 4.00
17,550
4,390
Al -
3-2 28 01/12/18 4/24 4.00
27,890
6,970
B1
3-3 28 01/12/18 4/24 4.00
23,820
5,960
B1
Test Age Average Strengths (psi): 7 Day - 4390, 28 Day - 6460
Break Remarks
Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength.
B1: Test result meets or exceeds the 28 day specified strength.
-: Not Applicable
General Remarks
Contractor added 1 pack of intrusion aid and 50 gallons of water.
/f Jason Anderson
Project Manager
Page 1 of 1
Com ressive Strength g th of Grout Report#: GC /29/2004
p Report Date: 1 /2 912 018
\-OLSSON Cube Sample: 37218
ASSOCIATES Test Method:
Sarpy
11627 Virginia Plaza
Suite 103
La Vista, NE 68128
Phone: 402-827-7220
Fax: 402-827-7223
Client:
Cargill Inc
650 Industrial Park Dr
Blair, NE 68008
Project,
017-3801
Cargill Project Octopus Observation Blair NE
Blair, NE
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set M
4
Technician:
Hanselman, Dale
Batched:
10:10 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanselman, Dale
Sampled:
11:30 CST
Specimens In Set:
3
Date Cast:
12/18/17
Cast:
11:45 CST
Truck / Ticket #:
3327 152987708
Sampled From:
Truck Chute
Truck Empty:
11:00 CST
Contractor:
Berke] & Company
Placement Method:
Pump
Placement Time:
50 (min)
Comtractors
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
Pile E 42
Sample Location / Notes: Pile E 42
Batch Log
Specifications
Batch Consistency:
Flowable
Strength:
4000 (psi)
Field Measurements
Weather:
Sunny
Flow Cone (sec):
30.0 (C939)
Air Content:
Air Temperature (F): 45
Grout Temp (F):
53 (C1064)
Load Volume:
8 (yd')
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (in')
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
4-1 7 12/25/17 2/5 4.00
9,300
2,330
A2 -
4-2 28 01/15/18 2126 4.00
22,500
5,630
B1 -
4-3 28 01/15/18 2/26 4.00
19,990
5,000
B1 -
Test Age Average Strengths (psi): 7 Day - 2330, 28 Day - 5310
Break Remarks
Capping Methods
A2: Test result is less than 75% of the 28 day specified strength.
131: Test result meets or exceeds the 28 day specified strength.
: Not Applicable
`5�1— Z'
Jason Anderson
Project Manager
Page 1 of 1
Lab Test Results
Report #: GCF-000003
Compressive Strength of Grout Report Date: 1/29/2018
Sample Details
Cube
Sample: 37284
A S S O C I A T E S
Test Method:
Technician:
Sarpy
Client:
Project:
11627 Virginia Plaza
Cargill Inc
017-3801
Suite 103
650 Industrial Park Dr
Cargill Project Octopus Observation Blair NE
La Vista, NE 68128
Blair, NE 68008
Date Cast:
Phone: 402-827-7220
Cast:
Blair, NE
Fax: 402-827-7223
3589 / 52987745
Sampled From:
Lab Test Results
Sample Details
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Set #:
5
Technician:
Hanselman, Dale
Batched:
10:47 CST
Specimen Size:
2"x 2" x 2"
Cast By:
Hanselman, Dale
Sampled:
11:15 CST
Specimens In Set:
3
Date Cast:
12/19/17
Cast:
11:30 CST
Truck / Ticket M
3589 / 52987745
Sampled From:
Truck Chute
Truck Empty:
12:45 CST
Contractor:
Berkel & Company
Placement Method:
Pump
Placement Time:
118 (min)
Comtractors
Location
Placement Location:
Footing - Auger Cast Pile
Location Details:
Pile E 28
Sample Location / Notes: Pile E 28
Batch Log
Specifications
Supplier:
Gerhold Concrete
Mix Design:
Berkel Auger Filing Mix
Strength:
4000 (psi)
Plant:
529
Batch Consistency:
Flowable
Field Measurements
Weather:
Sunny
Flow Cone (sec):
30.0 (C939)
Air Content:
Air Temperature (F): 43
Grout Temp (F):
53 (C1064)
Load Volume:
8 (yd')
Lab Test Results
Testing Lab: Sarpy, 11627 Virginia Plaza, Suite 103, La Vista, NE, 68128
Specimen Test Test Field / Lab
Number Age Days Date Cure Days Area (in')
Max Load
(Ibs)
Strength
(psi)
Break Capping
Remark Method
5-1 7 12/26/17 2/5 4.00
12,070
3,020
Al -
5-2 7 12/26/17 2/5 4.00
12,550
3,140
Al -
5-3 28 01/16/18 2/26 4.00
22,220
5,560
B1 -
Test Age Average Strengths (psi): 7 Day - 3080, 28 Day - 5560
Break Remarks
Capping Methods
Al: Test result meets or exceeds 75% of the 28 day specified strength.
B1: Test result meets or exceeds the 28 day specified strength.
-: Not Applicable
Jason Anderson
Project Manager
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