HomeMy WebLinkAboutCOMPRESSIVE STRENGTH OF CONCRETE - 23-00669 - Tagg N Go - Car WashSpecimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
1-1 7 12/07/23 1 / 6 4.00 12.57 49,260 3,920 5 P
1-2 28 12/28/23 1 / 27 4.00 12.57 63,110 5,020 5 P
1-3 28 12/28/23 1 / 27 4.00 12.57 68,430 5,440 1 P
1-4 28 12/28/23 1 / 27 4.00 12.57 64,260 5,110 1 P
1-5 28 H 12/28/23 1 / 27 4.00 12.57 66,460 5,290 5 P
Test Age Average Strengths (psi): 7 Day - 3920, 28 Day - 5220
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 12/01/2023 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:1
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:51 / 10299
Contractor:Richardson Concrete
Technician:Vaughn, Adam
Cast By:Vaughn, Adam
Date Cast:11/30/23
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:56 MST
Sampled:11:38 MST
Cast:11:50 MST
Truck Empty:11:58 MST
Placement Time:62 (min)
Placement Location:Exterior - Footing
Location Details:All exterior continuous footings.
Sample Location / Notes:SW corner of structure.
Batch Log
Strength:3500 (psi)
Air:3 - 7 (%)
Slump:0 - 8 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172 AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.8 (lb/ft³) (ASTM C138)
Air Content:4.9 (ASTM C231)
Load Volume:11.00 (yd³)
Weather:Overcast/Chilly Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):24 Concrete Temp (F):65 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Contractor previously placed thermal blankets the night before job. Octavio with Richardson Concrete was informed of passing results.
Email sent to all approved recipients.
Gear used: 6022
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
Twin Towers, LLC
Bluffdale, UT 84065
15464 Midnight view way
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 156178
Report #: -02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 12/28/2023
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
1-1 7 12/07/23 /
1-2 28 12/28/23 /
1-3 28 12/28/23 /
1-4 28 12/28/23 /
1-5 28 H 12/28/23 /
Set #:1
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:51 / 10299
Contractor:Richardson Concrete
Technician:Vaughn, Adam
Cast By:Vaughn, Adam
Date Cast:11/30/23
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:56 MST
Sampled:11:38 MST
Cast:11:50 MST
Truck Empty:11:58 MST
Placement Time:62 (min)
Placement Location:Exterior - Footing
Location Details:All exterior continuous footings.
Sample Location / Notes:SW corner of structure.
Batch Log
Strength:3500 (psi)
Air:3 - 7 (%)
Slump:0 - 8 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172 AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.8 (lb/ft³) (ASTM C138)
Air Content:4.9 (ASTM C231)
Load Volume:11.00 (yd³)
Weather:Overcast/Chilly Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):24 Concrete Temp (F):65 (ASTM C1064)
Lab Test Results
General Remarks
Contractor previously placed thermal blankets the night before job. Octavio with Richardson Concrete was informed of passing results.
Email sent to all approved recipients.
Gear used: 6022
This report shall not be reproduced, in full, without prior written approval of Atlas Technical Consultants, LLC. Results only relate to
the items inspected or tested.
Page 1 of 1
Client:
Twin Towers, LLC
Bluffdale, UT 84065
15464 Midnight view way
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 156178
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 11/30/2023
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
1-1 7 12/07/23 1 / 6 4.00 12.57 49,260 3,920 5 P
1-2 28 12/28/23 1 / 27
1-3 28 12/28/23 1 / 27
1-4 28 12/28/23 1 / 27
1-5 28 H 12/28/23 1 / 27
Test Age Average Strengths (psi): 7 Day - 3920
Tested By: Daniel Webb (1)
Checked In : 12/01/2023 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:1
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:51 / 10299
Contractor:Richardson Concrete
Technician:Vaughn, Adam
Cast By:Vaughn, Adam
Date Cast:11/30/23
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:56 MST
Sampled:11:38 MST
Cast:11:50 MST
Truck Empty:11:58 MST
Placement Time:62 (min)
Placement Location:Exterior - Footing
Location Details:All exterior continuous footings.
Sample Location / Notes:SW corner of structure.
Batch Log
Strength:3500 (psi)
Air:3 - 7 (%)
Slump:0 - 8 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172 AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.8 (lb/ft³) (ASTM C138)
Air Content:4.9 (ASTM C231)
Load Volume:11.00 (yd³)
Weather:Overcast/Chilly Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):24 Concrete Temp (F):65 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Contractor previously placed thermal blankets the night before job. Octavio with Richardson Concrete was informed of passing results.
Email sent to all approved recipients.
Gear used: 6022
NOTICE: Our firm¶s professionals are represented on site solely to observe operations of the contractor identified, to form opinions
about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field
representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may rely
on our findings and opinions. The contractor retains sole responsibility for site safety and the methods, operations, and sequences of
FRQVWUXFWLRQ:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLV
determination unless required by project plans and specifications or specified by contract.
Page 1 of 1
Client:
Twin Towers, LLC
Bluffdale, UT 84065
15464 Midnight view way
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 156178
Report #: -01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 12/07/2023
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1 7 02/15/24 /
2-2 28 03/07/24 /
2-3 28 03/07/24 /
2-4 28 03/07/24 /
2-5 56 H 04/04/24 /
Set #:2
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:
Contractor:
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:02/08/24
Sampled From:Chute
Placement Method:
Sample Details
Batched:
Sampled:13:15 MST
Cast:13:25 MST
Truck Empty:
Placement Time:
Placement Location:Other, See Location Details
Location Details:Conveyor belt Detail 108 of drawing 3.0
Sample Location / Notes:North West corner.
Batch Log
Strength:3500 (psi)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:
Weather:Slump (in):4-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157262
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 02/08/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1 7 02/15/24 1 / 6 4.00 12.57 33,570 2,670 5 P
2-2 28 03/07/24 1 / 27
2-3 28 03/07/24 1 / 27
2-4 28 03/07/24 1 / 27
2-5 56 H 04/04/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 2670
Tested By: Daniel Webb (1)
Checked In : 02/09/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:2
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:
Contractor:
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:02/08/24
Sampled From:Chute
Placement Method:
Sample Details
Batched:
Sampled:13:15 MST
Cast:13:25 MST
Truck Empty:
Placement Time:
Placement Location:Other, See Location Details
Location Details:Conveyor belt Detail 108 of drawing 3.0
Sample Location / Notes:North West corner.
Batch Log
Strength:3500 (psi)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:
Weather:Slump (in):4-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157262
Report #: -01
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 02/16/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1 7 02/15/24 1 / 6 4.00 12.57 33,570 2,670 5 P
2-2 28 03/07/24 1 / 27 4.00 12.57 47,380 3,770 5 P
2-3 28 03/07/24 1 / 27 4.00 12.57 44,550 3,540 5 P
2-4 28 03/07/24 1 / 27 4.00 12.57 44,510 3,540 3 P
2-5 56 H 04/04/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 2670, 28 Day - 3620
Tested By: Daniel Webb (1,2,3,4)
Checked In : 02/09/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:2
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:61 / 10776
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:02/08/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:11:33 MST
Sampled:13:15 MST
Cast:13:25 MST
Truck Empty:13:40 MST
Placement Time:127 (min)
Placement Location:Other, See Location Details
Location Details:Conveyor belt footing located on Detail 108 of drawing 3.0 of plans.
Sample Location / Notes:30' W off CL of conveyer belt footing within carwash.
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Cloudy Slump (in):4-1/2 (ASTM C143)
Air Temperature (F):41 Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas inspector informed Blaine with Richardson Concrete of concrete test results, and Atlas inspector emailed reports to approved
recipients. Concrete gear used was #5476. Delvo was added to mix in order to allow a greater placement time.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157262
Report #: -02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 03/07/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
2-1 7 02/15/24 1 / 6 4.00 12.57 33,570 2,670 5 P
2-2 28 03/07/24 1 / 27 4.00 12.57 47,380 3,770 5 P
2-3 28 03/07/24 1 / 27 4.00 12.57 44,550 3,540 5 P
2-4 28 03/07/24 1 / 27 4.00 12.57 44,510 3,540 3 P
2-5 56 H 04/04/24 1 / 55 4.00 12.57 50,880 4,050 5 P
Test Age Average Strengths (psi): 7 Day - 2670, 28 Day - 3620, 56 Day - 4050
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 02/09/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:2
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:61 / 10776
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:02/08/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:11:33 MST
Sampled:13:15 MST
Cast:13:25 MST
Truck Empty:13:40 MST
Placement Time:127 (min)
Placement Location:Other, See Location Details
Location Details:Conveyor belt footing located on Detail 108 of drawing 3.0 of plans.
Sample Location / Notes:30' W off CL of conveyer belt footing within carwash.
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Cloudy Slump (in):4-1/2 (ASTM C143)
Air Temperature (F):41 Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas inspector informed Blaine with Richardson Concrete of concrete test results, and Atlas inspector emailed reports to approved
recipients. Concrete gear used was #5476. Delvo was added to mix in order to allow a greater placement time.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157262
Report #: -03
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/04/2024 10:22
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1 7 02/22/24 /
3-2 28 03/14/24 /
3-3 28 03/14/24 /
3-4 28 03/14/24 /
3-5 56 H 04/11/24 /
Set #:3
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:49 / 10825
Contractor:Richardson Concrete
Technician:Wielang, Andrew
Cast By:Wielang, Andrew
Date Cast:02/15/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:09:11 MST
Sampled:10:32 MST
Cast:10:40 MST
Truck Empty:10:52 MST
Placement Time:101 (min)
Placement Location:Interior - Stem Wall
Location Details:Gridlines D-2, C-2
Gridlines 6 D-C and 2 D-C conveyor trench
Sample Location / Notes:Inside the NE door of building
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Plant
Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:775.00 (yd³)
Weather:Snowing Slump (in):6-1/4 (ASTM C143)
Air Temperature (F):34 Concrete Temp (F):73 (ASTM C1064)
Lab Test Results
General Remarks
Conveyor trench
3-5: Blaine with Richardson Concrete was informed of results emailed all approved recipients. Gear used 5489
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 157386
Concrete Report
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 02/15/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1 7 02/22/24 1 / 6 4.00 12.57 32,100 2,550 5 P
3-2 28 03/14/24 1 / 27
3-3 28 03/14/24 1 / 27
3-4 28 03/14/24 1 / 27
3-5 56 H 04/11/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 2550
Tested By: Daniel Webb (1)
Checked In : 02/16/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:3
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:49 / 10825
Contractor:Richardson Concrete
Technician:Wielang, Andrew
Cast By:Wielang, Andrew
Date Cast:02/15/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:09:11 MST
Sampled:10:32 MST
Cast:10:40 MST
Truck Empty:10:52 MST
Placement Time:101 (min)
Placement Location:Interior - Stem Wall
Location Details:Gridlines D-2, C-2
Gridlines 6 D-C and 2 D-C conveyor trench
Sample Location / Notes:Inside the NE door of building
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Plant
Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:775.00 (yd³)
Weather:Snowing Slump (in):6-1/4 (ASTM C143)
Air Temperature (F):34 Concrete Temp (F):73 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Conveyor trench
3-5: Blaine with Richardson Concrete was informed of results emailed all approved recipients. Gear used 5489
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157386
Report #: -01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 02/22/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1 7 02/22/24 1 / 6 4.00 12.57 32,100 2,550 5 P
3-2 28 03/14/24 1 / 27 4.00 12.57 38,020 3,030 5 P
3-3 56 04/11/24 1 / 55
3-4 56 04/11/24 1 / 55
3-5 56 H 04/11/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 2550, 28 Day - 3030
Tested By: Daniel Webb (1,2)
Checked In : 02/16/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:3
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:49 / 10825
Contractor:Richardson Concrete
Technician:Wielang, Andrew
Cast By:Wielang, Andrew
Date Cast:02/15/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:09:11 MST
Sampled:10:32 MST
Cast:10:40 MST
Truck Empty:10:52 MST
Placement Time:101 (min)
Placement Location:Interior - Stem Wall
Location Details:Gridlines D-2, C-2
Gridlines 6 D-C and 2 D-C conveyor trench
Sample Location / Notes:Inside the NE door of building
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Plant
Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:775.00 (yd³)
Weather:Snowing Slump (in):6-1/4 (ASTM C143)
Air Temperature (F):34 Concrete Temp (F):73 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Conveyor trench
3-5: Blaine with Richardson Concrete was informed of results emailed all approved recipients. Gear used 5489
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157386
Report #: -02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 03/14/2024 09:58
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
3-1 7 02/22/24 1 / 6 4.00 12.57 32,100 2,550 5 P
3-2 28 03/14/24 1 / 27 4.00 12.57 38,020 3,030 5 P
3-3 56 04/11/24 1 / 55 4.00 12.57 44,170 3,510 5 P
3-4 56 04/11/24 1 / 55 4.00 12.57 42,510 3,380 5 P
3-5 56 H 04/11/24 1 / 55 4.00 12.57 43,690 3,480 5 P
Test Age Average Strengths (psi): 7 Day - 2550, 28 Day - 3030, 56 Day - 3460
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 02/16/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:3
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:49 / 10825
Contractor:Richardson Concrete
Technician:Wielang, Andrew
Cast By:Wielang, Andrew
Date Cast:02/15/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:09:11 MST
Sampled:10:32 MST
Cast:10:40 MST
Truck Empty:10:52 MST
Placement Time:101 (min)
Placement Location:Interior - Stem Wall
Location Details:Gridlines D-2, C-2
Gridlines 6 D-C and 2 D-C conveyor trench
Sample Location / Notes:Inside the NE door of building
Batch Log
Strength:3500 (psi)
Air:4.5 - 6.5 (%)
Slump:3 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Plant
Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:7.75 (yd³)
Weather:Snowing Slump (in):6-1/4 (ASTM C143)
Air Temperature (F):34 Concrete Temp (F):73 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Conveyor trench
3-5: Blaine with Richardson Concrete was informed of results emailed all approved recipients. Gear used 5489
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157386
Report #: -03
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/12/2024 11:39
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1 7 03/26/24 /
4-2 28 04/16/24 /
4-3 28 04/16/24 /
4-4 28 04/16/24 /
4-5 56 H 05/14/24 /
Set #:4
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:F138 / 11040
Contractor:Richardson Concrete
Technician:Dale, Mason
Cast By:Dale, Mason
Date Cast:03/19/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:19 MDT
Sampled:07:55 MDT
Cast:08:10 MDT
Truck Empty:08:25 MDT
Placement Time:66 (min)
Placement Location:Interior - Slab on Grade
Location Details:North half slab of car wash building.
Sample Location / Notes:Southwest side of Northern slab.
Batch Log
Strength:3500 (psi)
Air:1 - 3 (%)
Slump:1 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.0 (lb/ft³) (ASTM C138)
Air Content:2.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):6 (ASTM C143)
Air Temperature (F):27 Concrete Temp (F):70 (ASTM C1064)
Lab Test Results
General Remarks
Doug with Richardson concrete was informed of the results, email sent to all approved recipients. Concrete gear #6022.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157922
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 03/19/2024 08:51
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1 7 03/26/24 1 / 6 4.00 12.57 50,870 4,050 5 P
4-2 28 04/16/24 1 / 27
4-3 28 04/16/24 1 / 27
4-4 28 04/16/24 1 / 27
4-5 56 H 05/14/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 4050
Tested By: Daniel Webb (1)
Checked In : 03/20/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:4
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:F138 / 11040
Contractor:Richardson Concrete
Technician:Dale, Mason
Cast By:Seay, Ryker
Date Cast:03/19/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:19 MDT
Sampled:07:55 MDT
Cast:08:10 MDT
Truck Empty:08:25 MDT
Placement Time:66 (min)
Placement Location:Interior - Slab on Grade
Location Details:North half slab of car wash building.
Sample Location / Notes:Southwest side of Northern slab.
Batch Log
Strength:3500 (psi)
Air:1 - 3 (%)
Slump:1 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.0 (lb/ft³) (ASTM C138)
Air Content:2.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):6 (ASTM C143)
Air Temperature (F):27 Concrete Temp (F):70 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Doug with Richardson concrete was informed of the results, email sent to all approved recipients. Concrete gear #6022.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157922
Report #: -01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 03/27/2024 11:40
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1 7 03/26/24 1 / 6 4.00 12.57 50,870 4,050 5 P
4-2 28 04/16/24 1 / 27 4.00 12.57 63,640 5,060 5 P
4-3 28 04/16/24 1 / 27 4.00 12.57 66,820 5,320 5 P
4-4 28 04/16/24 1 / 27 4.00 12.57 66,960 5,330 5 P
4-5 56 H 05/14/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 4050, 28 Day - 5240
Tested By: Daniel Webb (1,2,3,4)
Checked In : 03/20/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:4
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:F138 / 11040
Contractor:Richardson Concrete
Technician:Dale, Mason
Cast By:Seay, Ryker
Date Cast:03/19/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:19 MDT
Sampled:07:55 MDT
Cast:08:10 MDT
Truck Empty:08:25 MDT
Placement Time:66 (min)
Placement Location:Interior - Slab on Grade
Location Details:North half slab of car wash building.
Sample Location / Notes:Southwest side of Northern slab.
Batch Log
Strength:3500 (psi)
Air:1 - 3 (%)
Slump:1 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.0 (lb/ft³) (ASTM C138)
Air Content:2.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):6 (ASTM C143)
Air Temperature (F):27 Concrete Temp (F):70 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Doug with Richardson concrete was informed of the results, email sent to all approved recipients. Concrete gear #6022.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157922
Report #: -02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/17/2024 11:55
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
4-1 7 03/26/24 1 / 6 4.00 12.57 50,870 4,050 5 P
4-2 28 04/16/24 1 / 27 4.00 12.57 63,640 5,060 5 P
4-3 28 04/16/24 1 / 27 4.00 12.57 66,820 5,320 5 P
4-4 28 04/16/24 1 / 27 4.00 12.57 66,960 5,330 5 P
4-5 56 H 05/14/24 1 / 55 3.98 12.44 67,190 5,400 5 P
Test Age Average Strengths (psi): 7 Day - 4050, 28 Day - 5240, 56 Day - 5400
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 03/20/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:4
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:F138 / 11040
Contractor:Richardson Concrete
Technician:Dale, Mason
Cast By:Seay, Ryker
Date Cast:03/19/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:19 MDT
Sampled:07:55 MDT
Cast:08:10 MDT
Truck Empty:08:25 MDT
Placement Time:66 (min)
Placement Location:Interior - Slab on Grade
Location Details:North half slab of car wash building.
Sample Location / Notes:Southwest side of Northern slab.
Batch Log
Strength:3500 (psi)
Air:1 - 3 (%)
Slump:1 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:144.0 (lb/ft³) (ASTM C138)
Air Content:2.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):6 (ASTM C143)
Air Temperature (F):27 Concrete Temp (F):70 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Doug with Richardson concrete was informed of the results, email sent to all approved recipients. Concrete gear #6022.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 157922
Report #: CC-000001-03
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 05/14/2024 10:54
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
5-1 7 04/08/24 /
5-2 28 04/29/24 /
5-3 28 04/29/24 /
5-4 28 04/29/24 /
5-5 56 H 05/27/24 /
Set #:5
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:w51 / 11235
Contractor:Richardson Comcrete
Technician:Hedrick, Benjiman
Cast By:Hedrick, Benjiman
Date Cast:04/01/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:34 MDT
Sampled:08:45 MDT
Cast:08:58 MDT
Truck Empty:09:11 MDT
Placement Time:97 (min)
Placement Location:Exterior - Slab on Grade
Location Details:South west corner of the car wash drive through.
Sample Location / Notes:South east corner of the offices.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Batch Plant
Mix Design:23-172
On-Site Admixtures: None
Location
Standard Cure Field Cure
Field Measurements
Plastic Unit Weight:142.8 (lb/ft³) (ASTM C138)
Air Content:1.6 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Foggy Slump (in):5-3/4 (ASTM C143)
Air Temperature (F):28 Concrete Temp (F):67 (ASTM C1064)
Lab Test Results
General Remarks
Slab on grade, crash drive through. Doug with Richardson Concrete was informed of all results, and all reports emailed to all approved
recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 158209
Concrete report.
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/01/2024 09:40
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
5-1 7 04/08/24 1 / 6 4.00 12.57 42,020 3,340 3 P
5-2 28 04/29/24 1 / 27
5-3 28 04/29/24 1 / 27
5-4 28 04/29/24 1 / 27
5-5 56 H 05/27/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 3340
Tested By: Daniel Webb (1)
Checked In : 04/02/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:5
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:w51 / 11235
Contractor:Richardson Comcrete
Technician:Hedrick, Benjiman
Cast By:Hedrick, Benjiman
Date Cast:04/01/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:34 MDT
Sampled:08:45 MDT
Cast:08:58 MDT
Truck Empty:09:11 MDT
Placement Time:97 (min)
Placement Location:Exterior - Slab on Grade
Location Details:South west corner of the car wash drive through.
Sample Location / Notes:South east corner of the offices.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Batch Plant
Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:142.8 (lb/ft³) (ASTM C138)
Air Content:1.6 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Foggy Slump (in):5-3/4 (ASTM C143)
Air Temperature (F):28 Concrete Temp (F):67 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Slab on grade, crash drive through. Doug with Richardson Concrete was informed of all results, and all reports emailed to all approved
recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158209
Report #: -01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 04/08/2024 11:59
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
5-1 7 04/08/24 1 / 6 4.00 12.57 42,020 3,340 3 P
5-2 28 04/29/24 1 / 27 4.00 12.57 51,450 4,090 5 P
5-3 28 04/29/24 1 / 27 4.00 12.57 49,790 3,960 5 P
5-4 28 04/29/24 1 / 27 4.00 12.57 51,750 4,120 1 P
5-5 28 H 04/29/24 1 / 27 4.00 12.57 51,660 4,110 5 P
Test Age Average Strengths (psi): 7 Day - 3340, 28 Day - 4070
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 04/02/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:5
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:w51 / 11235
Contractor:Richardson Comcrete
Technician:Hedrick, Benjiman
Cast By:Hedrick, Benjiman
Date Cast:04/01/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:07:34 MDT
Sampled:08:45 MDT
Cast:08:58 MDT
Truck Empty:09:11 MDT
Placement Time:97 (min)
Placement Location:Exterior - Slab on Grade
Location Details:South west corner of the car wash drive through.
Sample Location / Notes:South east corner of the offices.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Batch Plant
Mix Design:23-172
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:142.8 (lb/ft³) (ASTM C138)
Air Content:1.6 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Foggy Slump (in):5-3/4 (ASTM C143)
Air Temperature (F):28 Concrete Temp (F):67 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Slab on grade, crash drive through. Doug with Richardson Concrete was informed of all results, and all reports emailed to all approved
recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158209
Report #: CC-000001-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/29/2024 14:22
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1 7 04/19/24 /
6-2 28 05/10/24 /
6-3 28 05/10/24 /
6-4 28 05/10/24 /
6-5 56 H 06/07/24 /
Set #:6
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:070 / 6895
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/12/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:42 MDT
Sampled:09:25 MDT
Cast:09:40 MDT
Truck Empty:09:56 MDT
Placement Time:74 (min)
Placement Location:Interior - Slab on Grade - Pour Back
Location Details:30' by 20' on West end of wash bay.
Sample Location / Notes:30' South and 20' East of SW corner of building. Under orange tarp.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:6 - 9 (in)
Specifications
Supplier:Valley Ready Mix Mix Design:Flatwrk1
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:145.6 (lb/ft³) (ASTM C138)
Air Content:1.3 (ASTM C231)
Load Volume:14.00 (yd³)
Weather:Sunny Slump (in):9 (ASTM C143)
Air Temperature (F):46 Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
General Remarks
Atlas rep informed Doug with Richardson Concrete of test results. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158476
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/12/2024 10:52
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1 7 04/19/24 3 / 4 4.00 12.57 47,470 3,780 5 P
6-2 28 05/10/24 3 / 25 4.00 12.57 70,190 5,580 1 P
6-3 28 05/10/24 3 / 25 4.00 12.57 70,780 5,630 4 P
6-4 28 05/10/24 3 / 25 4.00 12.57 67,930 5,400 1 P
6-5 56 H 06/07/24 3 / 53
Test Age Average Strengths (psi): 7 Day - 3780, 28 Day - 5540
Tested By: Daniel Webb (1,2,3,4)
Checked In : 04/15/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:6
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:070 / 6895
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/12/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:42 MDT
Sampled:09:25 MDT
Cast:09:40 MDT
Truck Empty:09:56 MDT
Placement Time:74 (min)
Placement Location:Interior - Slab on Grade - Pour Back
Location Details:30' by 20' on West end of wash bay.
Sample Location / Notes:30' South and 20' East of SW corner of building. Under orange tarp.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:6 - 9 (in)
Specifications
Supplier:Valley Ready Mix Mix Design:Flatwrk1
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:145.6 (lb/ft³) (ASTM C138)
Air Content:1.3 (ASTM C231)
Load Volume:14.00 (yd³)
Weather:Sunny Slump (in):9 (ASTM C143)
Air Temperature (F):46 Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep informed Doug with Richardson Concrete of test results. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158476
Report #: CC-000001-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 05/10/2024 12:35
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
6-1 7 04/19/24 3 / 4 4.00 12.57 47,470 3,780 5 P
6-2 28 05/10/24 3 / 25 4.00 12.57 70,190 5,580 1 P
6-3 28 05/10/24 3 / 25 4.00 12.57 70,780 5,630 4 P
6-4 28 05/10/24 3 / 25 4.00 12.57 67,930 5,400 1 P
6-5 56 H 06/07/24 3 / 53 3.99 12.50 79,440 6,360 2 P
Test Age Average Strengths (psi): 7 Day - 3780, 28 Day - 5540, 56 Day - 6360
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 04/15/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:6
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:070 / 6895
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/12/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:42 MDT
Sampled:09:25 MDT
Cast:09:40 MDT
Truck Empty:09:56 MDT
Placement Time:74 (min)
Placement Location:Interior - Slab on Grade - Pour Back
Location Details:30' by 20' on West end of wash bay.
Sample Location / Notes:30' South and 20' East of SW corner of building. Under orange tarp.
Batch Log
Strength:3500 (psi)
Air:0 - 3 (%)
Slump:6 - 9 (in)
Specifications
Supplier:Valley Ready Mix Mix Design:Flatwrk1
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:145.6 (lb/ft³) (ASTM C138)
Air Content:1.3 (ASTM C231)
Load Volume:14.00 (yd³)
Weather:Sunny Slump (in):9 (ASTM C143)
Air Temperature (F):46 Concrete Temp (F):68 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep informed Doug with Richardson Concrete of test results. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158476
Report #: CC-000001-03
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 06/07/2024 15:12
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1 7 04/29/24 /
7-2 28 05/20/24 /
7-3 28 05/20/24 /
7-4 28 05/20/24 /
7-5 28 H 05/20/24 /
Set #:7
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:300362119 / 110167
Contractor:Bryant Greene
Construction
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/22/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:13:54 MDT
Sampled:13:07 MDT
Cast:13:22 MDT
Truck Empty:15:30 MDT
Placement Time:96 (min)
Placement Location:Curb/Gutter
Location Details:East side of 2nd East Road. 1' from sewer shut off valve.
Sample Location / Notes:10' South of sewer shut off valve. Next to road sign saying, "BUMP".
Batch Log
Strength:4000 (psi)
Slump:1 - 3 (in)
Specifications
Supplier:Knife River
Plant:224
Mix Design:C401G426
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:5.50 (yd³)
Weather:Sunny Slump (in):2 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):66 (ASTM C1064)
Lab Test Results
General Remarks
7-5: Atlas representive informed Tyler with Bryant Greene Construction of test results. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158726
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/22/2024 17:09
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1 7 04/29/24 1 / 6 4.00 12.57 41,890 3,330 5 P
7-2 28 05/20/24 1 / 27
7-3 28 05/20/24 1 / 27
7-4 28 05/20/24 1 / 27
7-5 28 H 05/20/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 3330
Tested By: Daniel Webb (1)
Checked In : 04/23/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:7
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:300362119 / 110167
Contractor:Bryant Greene
Construction
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/22/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:13:54 MDT
Sampled:13:07 MDT
Cast:13:22 MDT
Truck Empty:15:30 MDT
Placement Time:96 (min)
Placement Location:Curb/Gutter
Location Details:East side of 2nd East Road. 1' from sewer shut off valve.
Sample Location / Notes:10' South of sewer shut off valve. Next to road sign saying, "BUMP".
Batch Log
Strength:4000 (psi)
Slump:1 - 3 (in)
Specifications
Supplier:Knife River
Plant:224
Mix Design:C401G426
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:5.50 (yd³)
Weather:Sunny Slump (in):2 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):66 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep informed Tyler with Bryant Greene Construction of test results. Emailed all approved recipients. Gear used today was 5476/
Concrete did appear to still be in a workable state at the time of placement
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158726
Report #: CC-000001-01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 04/29/2024 14:35
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1 7 04/29/24 1 / 6 4.00 12.57 41,890 3,330 5 P
7-2 28 05/20/24 1 / 27 4.00 12.57 56,540 4,500 5 P
7-3 28 05/20/24 1 / 27 4.00 12.57 55,550 4,420 5 P
7-4 28 05/20/24 1 / 27 4.00 12.57 57,380 4,570 5 P
7-5 28 H 05/20/24 1 / 27 4.00 12.57 57,750 4,590 5 P
Test Age Average Strengths (psi): 7 Day - 3330, 28 Day - 4520
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 04/23/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:7
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:300362119 / 110167
Contractor:Bryant Greene
Construction
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:04/22/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:13:54 MDT
Sampled:13:07 MDT
Cast:13:22 MDT
Truck Empty:15:30 MDT
Placement Time:96 (min)
Placement Location:Curb/Gutter
Location Details:East side of 2nd East Road. 1' from sewer shut off valve.
Sample Location / Notes:10' South of sewer shut off valve. Next to road sign saying, "BUMP".
Batch Log
Strength:4000 (psi)
Slump:1 - 3 (in)
Specifications
Supplier:Knife River
Plant:224
Mix Design:C401G426
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.2 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:5.50 (yd³)
Weather:Sunny Slump (in):2 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):66 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep informed Tyler with Bryant Greene Construction of test results. Emailed all approved recipients. Gear used today was 5476/
Concrete did appear to still be in a workable state at the time of placement
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158726
Report #: CC-000001-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 05/21/2024 08:04
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
8-1 7 05/02/24 /
8-2 28 05/23/24 /
8-3 28 05/23/24 /
8-4 28 05/23/24 /
8-5 28 H 05/23/24 /
Set #:8
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:81 / 00328
Contractor:Richardson Concrete
Technician:Garyson, Todd
Cast By:Garyson, Todd
Date Cast:04/25/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:06:42 MDT
Sampled:07:35 MDT
Cast:07:45 MDT
Truck Empty:08:15 MDT
Placement Time:93 (min)
Placement Location:Other, See Location Details
Location Details:Overflow Box walls, and Car Wash trench
Sample Location / Notes:¶East of West end of car wash trench.
Batch Log
Strength:3500 (psi)
Air:4 - 6 (%)
Slump:4 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.6 (lb/ft³) (ASTM C138)
Air Content:6.0 (ASTM C231)
Load Volume:12.00 (yd³)
Weather:Light Rain Slump (in):5-1/4 (ASTM C143)
Air Temperature (F):47 Concrete Temp (F):66 (ASTM C1064)
Lab Test Results
General Remarks
Blaine with Richardson Concrete was notified verbally of test results. Concrete gear #2020. Report emailed to approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158866
Report #: -00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 04/25/2024 10:33
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
8-1 7 05/02/24 1 / 6 4.00 12.57 34,470 2,740 5 P
8-2 28 05/23/24 1 / 27
8-3 28 05/23/24 1 / 27
8-4 28 05/23/24 1 / 27
8-5 28 H 05/23/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 2740
Tested By: Daniel Webb (1)
Checked In : 04/26/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:8
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:81 / 00328
Contractor:Richardson Concrete
Technician:Garyson, Todd
Cast By:Garyson, Todd
Date Cast:04/25/24
Sampled From:Chute
Placement Method:Pump
Sample Details
Batched:06:42 MDT
Sampled:07:35 MDT
Cast:07:45 MDT
Truck Empty:08:15 MDT
Placement Time:93 (min)
Placement Location:Other, See Location Details
Location Details:Overflow Box walls, and Car Wash trench
Sample Location / Notes:¶East of West end of car wash trench.
Batch Log
Strength:3500 (psi)
Air:4 - 6 (%)
Slump:4 - 6 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-172AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.6 (lb/ft³) (ASTM C138)
Air Content:6.0 (ASTM C231)
Load Volume:12.00 (yd³)
Weather:Light Rain Slump (in):5-1/4 (ASTM C143)
Air Temperature (F):47 Concrete Temp (F):66 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Blaine with Richardson Concrete was notified verbally of test results. Concrete gear #2020. Report emailed to approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 158866
Report #: CC-000001-01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 05/02/2024 09:57
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1 7 08/07/24 /
9-2 28 08/28/24 /
9-3 28 08/28/24 /
9-4 28 08/28/24 /
9-5 56 H 09/25/24 /
Set #:9
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF54 / 03138
Contractor:Richardson Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:07/31/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:27 MDT
Sampled:11:14 MDT
Cast:11:26 MDT
Truck Empty:11:47 MDT
Placement Time:80 (min)
Placement Location:Curb/Gutter
Location Details:Location 1: 5¶North of Northwest corner of building from this location curb runs 15¶West then 42¶North then curves East
for 75¶
Location 2: 50¶West of Northwest corner of building then 90¶North from this location curb runs 9¶north then curves East
for 12¶
Sample Location / Notes:Next to curb Westside of job site.
Batch Log
Strength:4000 (psi)
Air:4.5 - 6.5 (%)
Slump:0 - 4 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000
On-Site Admixtures: None
Location
Standard Cure Field Cure
Field Measurements
Plastic Unit Weight:139.6 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:8.50 (yd³)
Weather:Slump (in):3 (ASTM C143)
Air Temperature (F):Concrete Temp (F):78 (ASTM C1064)
Lab Test Results
General Remarks
9-5: Atlas representative informed Sean with Richardson Concrete of all test results. Email will be sent to all authorized recipients.
Equipment used 1539.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161690
Report #: CC-000002-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 07/31/2024 14:30
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1 7 08/07/24 1 / 6 4.00 12.57 49,000 3,900 5 P
9-2 28 08/28/24 1 / 27
9-3 28 08/28/24 1 / 27
9-4 28 08/28/24 1 / 27
9-5 56 H 09/25/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 3900
Tested By: Daniel Webb (1)
Checked In : 08/01/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:9
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF54 / 03138
Contractor:Richardson Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:07/31/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:27 MDT
Sampled:11:14 MDT
Cast:11:26 MDT
Truck Empty:11:47 MDT
Placement Time:80 (min)
Placement Location:Curb/Gutter
Location Details:Location 1: 5¶North of Northwest corner of building from this location curb runs 15¶West then 42¶North then curves East
for 75¶
Location 2: 50¶West of Northwest corner of building then 90¶North from this location curb runs 9¶north then curves East
for 12¶
Sample Location / Notes:Next to curb Westside of job site.
Batch Log
Strength:4000 (psi)
Air:4.5 - 6.5 (%)
Slump:0 - 4 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.6 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:8.50 (yd³)
Weather:Slump (in):3 (ASTM C143)
Air Temperature (F):Concrete Temp (F):78 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
9-5: Atlas representative informed Sean with Richardson Concrete of all test results. Email will be sent to all authorized recipients.
Equipment used 1539.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161690
Report #: CC-000007-01
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/07/2024 10:16
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
9-1 7 08/07/24 1 / 6 4.00 12.57 49,000 3,900 5 P
9-2 28 08/28/24 1 / 27 4.00 12.57 62,010 4,930 5 P
9-3 28 08/28/24 1 / 27 4.00 12.57 59,500 4,730 5 P
9-4 28 08/28/24 1 / 27 4.00 12.57 60,480 4,810 5 P
9-5 28 H 08/28/24 1 / 27 4.00 12.57 58,930 4,690 5 P
Test Age Average Strengths (psi): 7 Day - 3900, 28 Day - 4790
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/01/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:9
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF54 / 03138
Contractor:Richardson Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:07/31/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:10:27 MDT
Sampled:11:14 MDT
Cast:11:26 MDT
Truck Empty:11:47 MDT
Placement Time:80 (min)
Placement Location:Curb/Gutter
Location Details:Location 1: 5¶North of Northwest corner of building from this location curb runs 15¶West then 42¶North then curves East
for 75¶
Location 2: 50¶West of Northwest corner of building then 90¶North from this location curb runs 9¶north then curves East
for 12¶
Sample Location / Notes:Next to curb Westside of job site.
Batch Log
Strength:4000 (psi)
Air:4.5 - 6.5 (%)
Slump:0 - 4 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.6 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:8.50 (yd³)
Weather:Slump (in):3 (ASTM C143)
Air Temperature (F):Concrete Temp (F):78 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
9-5: Atlas representative informed Sean with Richardson Concrete of all test results. Email will be sent to all authorized recipients.
Equipment used 1539.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161690
Report #: CC-000007-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/28/2024 16:48
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-1 7 08/12/24 /
10-2 28 09/02/24 /
10-3 28 09/02/24 /
10-4 28 09/02/24 /
10-5 56 09/30/24 /
Set #:10
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF51 / 03707
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/05/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:06:24 MDT
Sampled:07:30 MDT
Cast:07:38 MDT
Truck Empty:07:44 MDT
Placement Time:80 (min)
Placement Location:Sidewalk
Location Details:Sidewalk along Northside of Tagg n Go. Grid lines from civil drawing S4.0
(1.2, C.8 to 2.9, C.8)(2.9, C.8 to 2.9, C.9)(2.9, C.9 to 1.2 C.9)(1.2 C.9 to 1.2,C.8).
Sample Location / Notes:North side of Tagg N go building. Atlas representative informed Doug with Richardson concrete from all testing results.
Email will be sent to all authorized recipients.
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5-1/2 - 7-1/2 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000
On-Site Admixtures: None
Location
Standard Cure Field Cure
Field Measurements
Plastic Unit Weight:138.0 (lb/ft³) (ASTM C138)
Air Content:5.2 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161862
Report #: CC-000003-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/05/2024 11:30
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-1 7 08/12/24 1 / 6 4.00 12.57 36,940 2,940 5 P
10-2 28 09/02/24 1 / 27 4.00 12.57 46,980 3,740 5 P
10-3 56 09/30/24 1 / 55
10-4 56 09/30/24 1 / 55
10-5 56 09/30/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 2940, 28 Day - 3740
Tested By: Daniel Webb (1,2)
Checked In : 08/06/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:10
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF51 / 03707
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/05/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:06:24 MDT
Sampled:07:30 MDT
Cast:07:38 MDT
Truck Empty:07:44 MDT
Placement Time:80 (min)
Placement Location:Sidewalk
Location Details:Sidewalk along Northside of Tagg n Go. Grid lines from civil drawing S4.0
(1.2, C.8 to 2.9, C.8)(2.9, C.8 to 2.9, C.9)(2.9, C.9 to 1.2 C.9)(1.2 C.9 to 1.2,C.8).
Sample Location / Notes:North side of Tagg N go building. Atlas representative informed Doug with Richardson concrete from all testing results.
Email will be sent to all authorized recipients.
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5-1/2 - 7-1/2 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.0 (lb/ft³) (ASTM C138)
Air Content:5.2 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161862
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/03/2024 21:53
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
10-1 7 08/12/24 1 / 6 4.00 12.57 36,940 2,940 5 P
10-2 28 09/02/24 1 / 27 4.00 12.57 46,980 3,740 5 P
10-3 56 09/30/24 1 / 55 4.00 12.57 50,550 4,020 5 P
10-4 56 09/30/24 1 / 55 4.00 12.57 49,990 3,980 5 P
10-5 56 09/30/24 1 / 55 4.00 12.57 50,540 4,020 5 P
Test Age Average Strengths (psi): 7 Day - 2940, 28 Day - 3740, 56 Day - 4010
Tested By: Daniel Webb (1,2), Ryker Seay (3,4,5)
Checked In : 08/06/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:10
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF51 / 03707
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/05/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:06:24 MDT
Sampled:07:30 MDT
Cast:07:38 MDT
Truck Empty:07:44 MDT
Placement Time:80 (min)
Placement Location:Sidewalk
Location Details:Sidewalk along Northside of Tagg n Go. Grid lines from civil drawing S4.0
(1.2, C.8 to 2.9, C.8)(2.9, C.8 to 2.9, C.9)(2.9, C.9 to 1.2 C.9)(1.2 C.9 to 1.2,C.8).
Sample Location / Notes:North side of Tagg N go building.
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5-1/2 - 7-1/2 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.0 (lb/ft³) (ASTM C138)
Air Content:5.2 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):6-1/2 (ASTM C143)
Air Temperature (F):82 Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas representative informed Doug with Richardson concrete from all testing results. Email will be sent to all authorized recipients. Gear
used today was 1539
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 161862
Report #: CC-000010-03
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
11-1 7 08/13/24 /
11-2 28 09/03/24 /
11-3 28 09/03/24 /
11-4 28 09/03/24 /
11-5 28 H 09/03/24 /
Set #:11
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:63 / 03284
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Lake, Noah
Cast By:Lake, Noah
Date Cast:08/06/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:15 MDT
Sampled:06:00 MDT
Cast:06:13 MDT
Truck Empty:06:08 MDT
Placement Time:53 (min)
Placement Location:Parking Lot Paving: Concrete
Location Details:Sample taken at grid line D @ grid line 1 on sidewalk.
Sample Location / Notes:Atlas representative informed George with Richardson concrete from all testing results. Email sent to all approved
recipients.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.4 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Clear skies Slump (in):7-1/2 (ASTM C143)
Air Temperature (F):58 Concrete Temp (F):78 (ASTM C1064)
Lab Test Results
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161904
Report #: CC-000004-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/06/2024 09:20
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
11-1 7 08/13/24 1 / 6 4.00 12.57 45,960 3,660 5 P
11-2 28 09/03/24 1 / 27 4.00 12.57 58,680 4,670 5 P
11-3 28 09/03/24 1 / 27 4.00 12.57 57,440 4,570 5 P
11-4 28 09/03/24 1 / 27 4.00 12.57 58,550 4,660 5 P
11-5 28 H 09/03/24 1 / 27 4.00 12.57 59,900 4,770 5 P
Test Age Average Strengths (psi): 7 Day - 3660, 28 Day - 4670
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/07/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:11
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:63 / 03284
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Lake, Noah
Cast By:Lake, Noah
Date Cast:08/06/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:15 MDT
Sampled:06:00 MDT
Cast:06:13 MDT
Truck Empty:06:08 MDT
Placement Time:53 (min)
Placement Location:Parking Lot Paving: Concrete
Location Details:Sample taken at grid line D @ grid line 1 on sidewalk.
Sample Location / Notes:Atlas representative informed George with Richardson concrete from all testing results. Email sent to all approved
recipients.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:139.4 (lb/ft³) (ASTM C138)
Air Content:5.0 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Clear skies Slump (in):7-1/2 (ASTM C143)
Air Temperature (F):58 Concrete Temp (F):78 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Concrete Gear # 5523
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161904
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/03/2024 21:43
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
12-1 7 08/13/24 /
12-2 28 09/03/24 /
12-3 28 09/03/24 /
12-4 28 09/03/24 /
12-5 28 H 09/03/24 /
Set #:12
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:54 / 03297
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Lake, Noah
Cast By:Lake, Noah
Date Cast:08/06/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:07:25 MDT
Sampled:08:25 MDT
Cast:08:39 MDT
Truck Empty:08:45 MDT
Placement Time:80 (min)
Placement Location:Parking Lot Paving: Concrete
Location Details:Sample taken at grid line D @ grid line 1 vacuum parking lot.
Sample Location / Notes:Atlas representative informed George with Richardson concrete from all testing results. Email sent to all approved
recipients.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:137.1 (lb/ft³) (ASTM C138)
Air Content:6.1 (ASTM C231)
Load Volume:110.00 (yd³)
Weather:Sunny Slump (in):7-1/2 (ASTM C143)
Air Temperature (F):72 Concrete Temp (F):76 (ASTM C1064)
Lab Test Results
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161908
Report #: CC-000005-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/06/2024 09:20
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
12-1 7 08/13/24 1 / 6 4.00 12.57 39,300 3,130 5 P
12-2 28 09/03/24 1 / 27 4.00 12.57 51,460 4,090 5 P
12-3 28 09/03/24 1 / 27 4.00 12.57 50,550 4,020 5 P
12-4 28 09/03/24 1 / 27 4.00 12.57 50,850 4,050 5 P
12-5 28 H 09/03/24 1 / 27 4.00 12.57 50,080 3,980 5 P
Test Age Average Strengths (psi): 7 Day - 3130, 28 Day - 4040
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/07/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:12
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:54 / 03297
Contractor:Jerome Bowen
Construction/ Richardson
Concrete
Technician:Lake, Noah
Cast By:Lake, Noah
Date Cast:08/06/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:07:25 MDT
Sampled:08:25 MDT
Cast:08:39 MDT
Truck Empty:08:45 MDT
Placement Time:80 (min)
Placement Location:Parking Lot Paving: Concrete
Location Details:Sample taken at grid line D @ grid line 1 vacuum parking lot.
Sample Location / Notes:Atlas representative informed George with Richardson concrete from all testing results. Email sent to all approved
recipients.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg ID
Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:137.1 (lb/ft³) (ASTM C138)
Air Content:6.1 (ASTM C231)
Load Volume:110.00 (yd³)
Weather:Sunny Slump (in):7-1/2 (ASTM C143)
Air Temperature (F):72 Concrete Temp (F):76 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Concrete Gear # 5523
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161908
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/03/2024 21:43
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
13-1 7 08/14/24 /
13-2 28 09/04/24 /
13-3 28 09/04/24 /
13-4 28 09/04/24 /
13-5 28 H 09/04/24 /
Set #:13
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:63 / 03325
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:08/07/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:01 MDT
Sampled:05:42 MDT
Cast:05:55 MDT
Truck Empty:05:55 MDT
Placement Time:54 (min)
Placement Location:Curb/Gutter
Location Details:Sampled ¶N of power pole 189900.
Sample Location / Notes:East of SE corner of building.
Batch Log
Strength:4000 (psi)
Slump:1 - 3 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:143.8 (lb/ft³) (ASTM C138)
Air Content:4.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):4 (ASTM C143)
Air Temperature (F):55 Concrete Temp (F):79 (ASTM C1064)
Lab Test Results
General Remarks
Atlas rep reported test results to George with Richardson Concrete. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161952
Report #: CC-000006-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/07/2024 08:00
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
13-1 7 08/14/24 1 / 6 4.00 12.57 62,060 4,940 5 P
13-2 28 09/04/24 1 / 27 3.99 12.50 75,130 6,010 5 P
13-3 28 09/04/24 1 / 27 3.99 12.50 75,040 6,000 4 P
13-4 28 09/04/24 1 / 27 3.99 12.50 75,420 6,030 1 P
13-5 28 H 09/04/24 1 / 27 3.99 12.50 76,440 6,120 5 P
Test Age Average Strengths (psi): 7 Day - 4940, 28 Day - 6040
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/08/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:13
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:63 / 03325
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:08/07/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:01 MDT
Sampled:05:42 MDT
Cast:05:55 MDT
Truck Empty:05:55 MDT
Placement Time:54 (min)
Placement Location:Curb/Gutter
Location Details:Sampled ¶N of power pole 189900.
Sample Location / Notes:East of SE corner of building.
Batch Log
Strength:4000 (psi)
Slump:1 - 3 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:143.8 (lb/ft³) (ASTM C138)
Air Content:4.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):4 (ASTM C143)
Air Temperature (F):55 Concrete Temp (F):79 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep reported test results to George with Richardson Concrete. Emailed all approved recipients. Concrete gear 5476 used.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161952
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/05/2024 19:09
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
14-1 7 08/14/24 /
14-2 28 09/04/24 /
14-3 28 09/04/24 /
14-4 28 09/04/24 /
14-5 28 H 09/04/24 /
Set #:14
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:136 / 03329
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:08/07/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:42 MDT
Sampled:06:50 MDT
Cast:06:59 MDT
Truck Empty:06:59 MDT
Placement Time:77 (min)
Placement Location:Curb/Gutter
Location Details:Sampled ¶E ¶N from NW corner of building.
Sample Location / Notes:East of SE corner of building.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:141.8 (lb/ft³) (ASTM C138)
Air Content:4.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):8 (ASTM C143)
Air Temperature (F):55 Concrete Temp (F):77 (ASTM C1064)
Lab Test Results
General Remarks
Atlas rep reported test results to George with Richardson Concrete. Emailed all approved recipients.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161953
Report #: CC-000007-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/07/2024 08:00
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
14-1 7 08/14/24 1 / 6 4.00 12.57 55,970 4,450 1 P
14-2 28 09/04/24 1 / 27 3.99 12.50 67,270 5,380 4 P
14-3 28 09/04/24 1 / 27 3.99 12.50 64,420 5,150 5 P
14-4 28 09/04/24 1 / 27 3.99 12.50 64,250 5,140 5 P
14-5 28 H 09/04/24 1 / 27 3.99 12.50 65,700 5,260 5 P
Test Age Average Strengths (psi): 7 Day - 4450, 28 Day - 5230
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/08/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:14
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:136 / 03329
Contractor:Richardson Concrete
Technician:Rowley, Daniel
Cast By:Rowley, Daniel
Date Cast:08/07/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:42 MDT
Sampled:06:50 MDT
Cast:06:59 MDT
Truck Empty:06:59 MDT
Placement Time:77 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Sampled ¶E ¶N from NW corner of building.
Sample Location / Notes:East of SE corner of building.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:23-4000AF
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:141.8 (lb/ft³) (ASTM C138)
Air Content:4.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):8 (ASTM C143)
Air Temperature (F):55 Concrete Temp (F):77 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas rep reported test results to George with Richardson Concrete. Emailed all approved recipients. Concrete gear 5476 used.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 161953
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/05/2024 19:12
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
15-1 7 08/15/24 1 / 6 4.00 12.57 52,470 4,170 3 P
15-2 28 09/05/24 1 / 27 4.00 12.57 61,350 4,880 5 P
15-3 28 09/05/24 1 / 27 4.00 12.57 60,940 4,850 5 P
15-4 28 09/05/24 1 / 27 4.00 12.57 58,760 4,680 5 P
15-5 28 H 09/05/24 1 / 27 4.00 12.57 61,660 4,910 5 P
Test Age Average Strengths (psi): 7 Day - 4170, 28 Day - 4830
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/09/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:15
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF51 / 03373
Contractor:Richardson¶s Concrete
Technician:Butikofer, Jessie
Cast By:Butikofer, Jessie
Date Cast:08/08/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:05 MDT
Sampled:05:52 MDT
Cast:06:06 MDT
Truck Empty:06:18 MDT
Placement Time:73 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Between grid lines 1.5 - 2.0 and C.4-C.8, referenced drawing C.3.1.
Sample Location / Notes:South of Porta-Potties.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Idaho
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:134.4 (lb/ft³) (ASTM C138)
Air Content:6.2 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Partly cloudy Slump (in):8 (ASTM C143)
Air Temperature (F):56 Concrete Temp (F):70 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Doug with Richardson Concrete was verbally notified of results. Emailed all approved recipients. Concrete gear 6022 used.
15-5: Hold
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162025
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/05/2024 18:53
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
16-1 7 08/15/24 1 / 6 4.00 12.57 59,660 4,750 5 P
16-2 28 09/05/24 1 / 27 4.00 12.57 71,110 5,660 5 P
16-3 28 09/05/24 1 / 27 4.00 12.57 71,610 5,700 5 P
16-4 28 09/05/24 1 / 27 4.00 12.57 72,160 5,740 1 P
16-5 28 H 09/05/24 1 / 27 4.00 12.57 69,950 5,570 1 P
Test Age Average Strengths (psi): 7 Day - 4750, 28 Day - 5670
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/09/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:16
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:AF87 / 3380
Contractor:Richardson¶s Concrete
Technician:Butikofer, Jessie
Cast By:Butikofer, Jessie
Date Cast:08/08/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:07:22 MDT
Sampled:08:02 MDT
Cast:08:16 MDT
Truck Empty:08:26 MDT
Placement Time:64 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Between grid lines 3.1 - 3.2 and C.4-C.8, referenced drawing C.3.1.
Sample Location / Notes:South of Porta Potties
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg Idaho
Mix Design:23-4000
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:141.8 (lb/ft³) (ASTM C138)
Air Content:4.9 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Partly cloudy Slump (in):8 (ASTM C143)
Air Temperature (F):64 Concrete Temp (F):72 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Doug with Richardson Concrete was verbally notified of results. Emailed all approved recipients. Concrete gear 6022 used.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162026
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/05/2024 18:53
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
17-1 7 08/16/24 /
17-2 28 09/06/24 /
17-3 28 09/06/24 /
17-4 28 09/06/24 /
17-5 56 H 10/04/24 /
Set #:17
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:30 / 034437
Contractor:Richardson s
Technician:Mathie, Caysen
Cast By:Mathie, Caysen
Date Cast:08/09/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:25 MDT
Sampled:05:42 MDT
Cast:05:51 MDT
Truck Empty:05:59 MDT
Placement Time:34 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Gridline 3 civil plans 3.1 from SE exit 140ft NW to end of curb.
Sample Location / Notes:Moody light by sidewalk.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000A
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:61.6 (lb/ft³) (ASTM C138)
Air Content:7.1 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):7-1/4 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):79 (ASTM C1064)
Lab Test Results
General Remarks
Gridline 3 civil plans 3.1 from SE exit 140ft NW
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162064
Report #: CC-000010-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/09/2024 06:55
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
17-1 7 08/16/24 3 / 4 4.00 12.57 51,600 4,110 5 P
17-2 28 09/06/24 3 / 25
17-3 28 09/06/24 3 / 25
17-4 28 09/06/24 3 / 25
17-5 56 H 10/04/24 3 / 53
Test Age Average Strengths (psi): 7 Day - 4110
Tested By: Daniel Webb (1)
Checked In : 08/12/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:17
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:30 / 034437
Contractor:Richardson s
Technician:Mathie, Caysen
Cast By:Mathie, Caysen
Date Cast:08/09/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:25 MDT
Sampled:05:42 MDT
Cast:05:51 MDT
Truck Empty:05:59 MDT
Placement Time:34 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Gridline 3 civil plans 3.1 from SE exit 140ft NW to end of curb.
Sample Location / Notes:Moody light by sidewalk.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000A
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:61.6 (lb/ft³) (ASTM C138)
Air Content:7.1 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):7-1/4 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):79 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Gridline 3 civil plans 3.1 from SE exit 140ft NW
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162064
Report #: CC-000010-01
Atlas Technical Consultants, LLC - SFHP
1753 E Precision Drive
Idaho Falls, ID 83401
Phone: 208-529-8242
Report Date: 08/16/2024 10:35
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
17-1 7 08/16/24 3 / 4 4.00 12.57 51,600 4,110 5 P
17-2 28 09/06/24 3 / 25 4.00 12.57 51,660 4,110 5 P
17-3 28 09/06/24 3 / 25 4.00 12.57 53,690 4,270 1 P
17-4 28 09/06/24 3 / 25 4.00 12.57 52,540 4,180 5 P
17-5 28 H 09/06/24 3 / 25 4.00 12.57 52,310 4,160 5 P
Test Age Average Strengths (psi): 7 Day - 4110, 28 Day - 4180
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/12/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:17
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:30 / 034437
Contractor:Richardson s
Technician:Mathie, Caysen
Cast By:Mathie, Caysen
Date Cast:08/09/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:05:25 MDT
Sampled:05:42 MDT
Cast:05:51 MDT
Truck Empty:05:59 MDT
Placement Time:34 (min)
Placement Location:Base Course: Paving (concrete)
Location Details:Gridline 3 civil plans 3.1 from SE exit 140ft NW to end of curb.
Sample Location / Notes:Moody light by sidewalk.
Batch Log
Strength:4000 (psi)
Air:4.5 - 7.5 (%)
Slump:4 - 8 (in)
Specifications
Supplier:Walters Ready Mix
Plant:Rexburg
Mix Design:23-4000A
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:61.6 (lb/ft³) (ASTM C138)
Air Content:7.1 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):7-1/4 (ASTM C143)
Air Temperature (F):66 Concrete Temp (F):79 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Gridline 3 civil plans 3.1 from SE exit 140ft NW
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162064
Report #: CC-000010-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 09/08/2024 16:17
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
18-1 7 08/28/24 /
18-2 28 09/18/24 /
18-3 28 09/18/24 /
18-4 28 09/18/24 /
18-5 28 H 09/18/24 /
Set #:18
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:64 / 03768
Contractor:Richardson concrete
Technician:Salas III, Ruben
Cast By:Salas III, Ruben
Date Cast:08/21/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:14:06 MDT
Sampled:14:40 MDT
Cast:14:52 MDT
Truck Empty:15:10 MDT
Placement Time:64 (min)
Placement Location:Sidewalk
Location Details:Sidewalk starting at north entrance running ¶feet east
Sample Location / Notes:West side of sidewalk
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5 1/2 - 7 1/2 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:526AP
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.9 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):5 1/2 (ASTM C143)
Air Temperature (F):82 Concrete Temp (F):76 (ASTM C1064)
Lab Test Results
General Remarks
Informed Mario with Richardson concrete of results. Report was emailed to all approved recipients. Gear used #1600
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162546
Report #: CC-000011-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/21/2024 15:26
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
18-1 7 08/28/24 1 / 6 4.00 12.57 34,790 2,770 5 P
18-2 28 09/18/24 1 / 27
18-3 28 09/18/24 1 / 27
18-4 28 09/18/24 1 / 27
18-5 28 H 09/18/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 2770
Tested By: Daniel Webb (1)
Checked In : 08/22/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:18
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:64 / 03768
Contractor:Richardson concrete
Technician:Salas III, Ruben
Cast By:Salas III, Ruben
Date Cast:08/21/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:14:06 MDT
Sampled:14:40 MDT
Cast:14:52 MDT
Truck Empty:15:10 MDT
Placement Time:64 (min)
Placement Location:Sidewalk
Location Details:Sidewalk starting at north entrance running ¶feet east
Sample Location / Notes:West side of sidewalk
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5 1/2 - 7 1/2 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:526AP
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.9 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):5 1/2 (ASTM C143)
Air Temperature (F):82 Concrete Temp (F):76 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Informed Mario with Richardson concrete of results. Report was emailed to all approved recipients. Gear used #1600
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162546
Report #: CC-000012-01
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/28/2024 16:49
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
18-1 7 08/28/24 1 / 6 4.00 12.57 34,790 2,770 5 P
18-2 28 09/18/24 1 / 27 4.00 12.57 51,850 4,130 5 P
18-3 28 09/18/24 1 / 27 4.00 12.57 50,150 3,990 5 P
18-4 28 09/18/24 1 / 27 4.00 12.57 51,100 4,070 5 P
18-5 28 H 09/18/24 1 / 27 4.00 12.57 50,910 4,050 4 P
Test Age Average Strengths (psi): 7 Day - 2770, 28 Day - 4060
Tested By: Daniel Webb (1), Ryker Seay (2,3,4,5)
Checked In : 08/22/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:18
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:64 / 03768
Contractor:Richardson concrete
Technician:Salas III, Ruben
Cast By:Salas III, Ruben
Date Cast:08/21/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:14:06 MDT
Sampled:14:40 MDT
Cast:14:52 MDT
Truck Empty:15:10 MDT
Placement Time:64 (min)
Placement Location:Sidewalk
Location Details:Sidewalk starting at north entrance running ¶feet east
Sample Location / Notes:West side of sidewalk
Batch Log
Strength:4000 (psi)
Air:4 - 7 (%)
Slump:5 1/2 - 7 1/2 (in)
Specifications
Supplier:Walters Ready Mix Mix Design:526AP
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.9 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Sunny Slump (in):5 1/2 (ASTM C143)
Air Temperature (F):82 Concrete Temp (F):76 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Informed Mario with Richardson concrete of results. Report was emailed to all approved recipients. Gear used #1600
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 162546
Report #: CC-000012-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
19-1 7 08/30/24 /
19-2 28 09/20/24 /
19-3 28 09/20/24 /
19-4 28 09/20/24 /
19-5 56 H 10/18/24 /
Set #:19
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:54 / 03832
Contractor:Jerome Bowen
Construction
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/23/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:53 MDT
Sampled:09:25 MDT
Cast:09:38 MDT
Truck Empty:10:14 MDT
Placement Time:81 (min)
Placement Location:Sidewalk
Location Details:Grid lines from civil plans C.3.1,
Location #1 (1.1,C.5 to 1.1,C.8)
Location #2 (3.3,C.5 to 3.3,D.3)
Location #3 (3.2,C.8 to 3.2,D).
Sample Location / Notes:Atlas representative informed Geno with Jerome Bowen via text of all results. Email will be sent to all authorized
recipients. Equipment used 1539.
Batch Log
Strength:4000 (psi)
Air:4 - 6 (%)
Slump:1 - 4 (in)
Specifications
On-Site Admixtures: None
Location
Standard Cure Field Cure
Field Measurements
Plastic Unit Weight:138.4 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Slump (in):3-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
Data retrieval failed for the subreport, 'Subreport', located at: MetaField.Reports.Concrete.ConcreteDiscreteAttachment.rdlc.
Please check the log files for more information.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162661
Report #: CC-000012-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/23/2024 15:16
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
19-1 7 08/30/24 1 / 6 4.00 12.57 39,160 3,120 5 P
19-2 28 09/20/24 1 / 27
19-3 28 09/20/24 1 / 27
19-4 28 09/20/24 1 / 27
19-5 56 H 10/18/24 1 / 55
Test Age Average Strengths (psi): 7 Day - 3120
Tested By: Daniel Webb (1)
Checked In : 08/24/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:19
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:54 / 03832
Contractor:Jerome Bowen
Construction
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/23/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:53 MDT
Sampled:09:25 MDT
Cast:09:38 MDT
Truck Empty:10:14 MDT
Placement Time:81 (min)
Placement Location:Sidewalk
Location Details:Grid lines from civil plans C.3.1,
Location #1 (1.1,C.5 to 1.1,C.8)
Location #2 (3.3,C.5 to 3.3,D.3)
Location #3 (3.2,C.8 to 3.2,D).
Sample Location / Notes:Atlas representative informed Geno with Jerome Bowen via text of all results. Email will be sent to all authorized
recipients. Equipment used 1539.
Batch Log
Strength:4000 (psi)
Air:4 - 6 (%)
Slump:1 - 4 (in)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.4 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Slump (in):3-1/2 (ASTM C143)
Air Temperature (F):Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39 Sample: 162661
Report #: CC-000012-01
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 08/30/2024 22:10
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
19-1 7 08/30/24 1 / 6 4.00 12.57 39,160 3,120 5 P
19-2 28 09/20/24 1 / 27 4.00 12.57 50,710 4,030 5 P
19-3 28 09/20/24 1 / 27 4.00 12.57 52,310 4,160 5 P
19-4 28 09/20/24 1 / 27 4.00 12.57 51,520 4,100 5 P
19-5 28 H 09/20/24 1 / 27 4.00 12.57 51,770 4,120 5 P
Test Age Average Strengths (psi): 7 Day - 3120, 28 Day - 4100
Tested By: Daniel Webb (1,2,3,4,5)
Checked In : 08/24/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:19
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:54 / 03832
Contractor:Jerome Bowen
Construction
Technician:Patterson, Julian
Cast By:Patterson, Julian
Date Cast:08/23/24
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:08:53 MDT
Sampled:09:25 MDT
Cast:09:38 MDT
Truck Empty:10:14 MDT
Placement Time:81 (min)
Placement Location:Sidewalk
Location Details:Grid lines from civil plans C.3.1,
Location #1 (1.1,C.5 to 1.1,C.8)
Location #2 (3.3,C.5 to 3.3,D.3)
Location #3 (3.2,C.8 to 3.2,D).
Sample Location / Notes:15ft West 15' South of the Northwest corner of Building
Batch Log
Strength:4000 (psi)
Air:4 - 6 (%)
Slump:1 - 4 (in)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:138.4 (lb/ft³) (ASTM C138)
Air Content:5.5 (ASTM C231)
Load Volume:10.00 (yd³)
Weather:Slump (in):3-1/2 (ASTM C143)
Air Temperature (F):74 Concrete Temp (F):75 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas representative informed Geno with Jerome Bowen via text of all results. Email will be sent to all authorized recipients. Equipment used
1539.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 162661
Report #: CC-000012-02
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Reviewed and Approved by: Derrick
Fontes Idaho Falls Division Manager
09/23/2024
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
20-1 7 10/07/24 1 / 6 4.00 12.57 42,000 3,340 5 P
20-2 28 10/28/24 1 / 27
20-3 28 10/28/24 1 / 27
20-4 28 10/28/24 1 / 27
20-5 28 H 10/28/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 3340
Tested By: Ryker Seay (1)
Checked In : 10/01/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:20
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:300362122 / 22429081
Contractor:Jerome Bowen
Technician:Bissey, Steven
Cast By:Bissey, Steven
Date Cast:09/30/24
Sampled From:Chute
Placement Method:Curb & Gutter
Sample Details
Batched:14:09 MDT
Sampled:15:30 MDT
Cast:15:40 MDT
Truck Empty:15:45 MDT
Placement Time:96 (min)
Placement Location:Curb/Gutter
Location Details:East side of 2000 N 2nd E street kiddie corner South 120 feet to 132 feet South.
Sample Location / Notes:128 feet South from kiddie corner, see location.
Batch Log
Strength:4000 (psi)
Air:5 - 7 (%)
Slump:2 - 8 (in)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:164.0 (lb/ft³) (ASTM C138)
Air Content:6.0 (ASTM C231)
Load Volume:4.00 (yd³)
Weather:Sunny Slump (in):2-1/2 (ASTM C143)
Air Temperature (F):63 Concrete Temp (F):71 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas Rep. informed Jerome Bowen of test results, email sent to all approved recipients. Concrete gear used 5523.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 164127
Report #: CC-000013-00
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
20-1 7 10/07/24 1 / 6 4.00 12.57 42,000 3,340 5 P
20-2 28 10/28/24 1 / 27 4.00 12.57 53,050 4,220 5 P
20-3 28 10/28/24 1 / 27 4.00 12.57 56,090 4,460 5 P
20-4 28 10/28/24 1 / 27 4.00 12.57 52,540 4,180 5 P
20-5 28 H 10/28/24 1 / 27 4.00 12.57 55,170 4,390 5 P
Test Age Average Strengths (psi): 7 Day - 3340, 28 Day - 4310
Tested By: Ryker Seay (1,2,3,4,5)
Checked In : 10/01/2024 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:20
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:300362122 / 22429081
Contractor:Jerome Bowen
Technician:Bissey, Steven
Cast By:Bissey, Steven
Date Cast:09/30/24
Sampled From:Chute
Placement Method:Curb & Gutter
Sample Details
Batched:14:09 MDT
Sampled:15:30 MDT
Cast:15:40 MDT
Truck Empty:15:45 MDT
Placement Time:96 (min)
Placement Location:Curb/Gutter
Location Details:East side of 2000 N 2nd E street kiddie corner South 120 feet to 132 feet South.
Sample Location / Notes:128 feet South from kiddie corner, see location.
Batch Log
Strength:4000 (psi)
Air:5 - 7 (%)
Slump:2 - 8 (in)
Specifications
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:164.0 (lb/ft³) (ASTM C138)
Air Content:6.0 (ASTM C231)
Load Volume:4.00 (yd³)
Weather:Sunny Slump (in):2-1/2 (ASTM C143)
Air Temperature (F):63 Concrete Temp (F):71 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Atlas Rep. informed Jerome Bowen of test results, email sent to all approved recipients. Concrete gear used 5523.
These test results are only based upon the actual items observed, sampled, inspected or tested as part of the Services. Unless noted
otherwise, test results comply with the acceptance criteria in the most recent client-approved project plans and specifications. We use
WKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH DFFRUGLQJO\PHDVXUHPHQWXQFHUWDLQW\LVQRWDSSOLHGLQWKLVGHWHUPLQDWLRQXQOHVV
required by project plans and specifications or specified by contract. This report shall not be reproduced, except in full, without prior
written approval from our company.
Page 1 of 1
Client:
CkQ Rexburg 2, LLC
ST. George, UT 84791
PO Box 911839
Project:
Tagg n Go Carwash, 1365 N 2nd E, Rexburg, ID
E232004c
Rexburg, ID 83440
1365 NORTH 2ND EAST
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 164127
Report #: CC-000013-01
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242