HomeMy WebLinkAboutSOIL DENSITY - 23-00669 - Tagg N Go - Car WashTest Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
89 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+06 1¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
90 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+35 1¶left of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
91 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+63 2¶left of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
92 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+95 2¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
93 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 01+24 1¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
89, 90, 91, 92, 93: Atlas representative informed Gino with Jerome
Bowen Construction of testing results. Email will be sent to all
authorized recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
89 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.4 118.1 119.8 Backsca
tter
95 95 DP
90 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.3 120.8 122.4 Backsca
tter
97 95 DP
91 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.7 118.7 120.7 Backsca
tter
95 95 DP
92 07/31/24 23-7428 D1557 C SM 8.6 124.6 2.1 119.3 121.8 Backsca
tter
96 95 DP
93 07/31/24 23-7428 D1557 C SM 8.6 124.6 2.1 119.3 121.8 Backsca
tter
96 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 07/31/2024
Report #: SNG-000008-01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Page 1 of 2
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 2 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 07/31/2024
Report #: SNG-000008-01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Page 2 of 2
Reviewed and Approved by: John Franson
07/31/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
94 Base Course: Paving (asphalt): From very NE pay station ¶N ¶E 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
95 Base Course: Paving (asphalt): From very NE pay station ¶N ¶E 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
96 Base Course: Paving (asphalt): From Moody Road street light ¶W ¶N 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
97 Base Course: Paving (asphalt): NW main entrance ¶S ¶E 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
98 Base Course: Paving (asphalt): NW main entrance ¶S ¶E 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
99 Base Course: Paving (asphalt): NW main entrance ¶S ¶E 3.0 Inches below finished
grade
Troxler / 3440 / 26708 / 01/31/2024 Mathie, Caysen
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
94, 95, 96, 97, 98, 99: Atlas cannot atest to the validity of the client
provided proctor. Atlas rep informed Gene with Jerome Bowen of test
results, email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
94 08/02/24 CP 22-59 D698 C GP 4.9 135.7 4.2 130.6 136.1 2 96 95 DP
95 08/02/24 CP 22-59 D698 C GP 4.9 135.7 4.2 129.2 134.6 2 95 95 DP
96 08/02/24 CP 22-59 D698 C GP 4.9 135.7 2.4 129.5 132.6 2 95 95 DP
97 08/02/24 CP 22-59 D698 C GP 4.9 135.7 3.7 134.4 139.4 2 99 95 DP
98 08/02/24 CP 22-59 D698 C GP 4.9 135.7 5.6 141.6 149.6 2 104 95 DP
99 08/02/24 CP 22-59 D698 C GP 4.9 135.7 6.0 137.4 145.7 2 101 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 08/02/2024
Report #: SNG-000009-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: John Franson
08/02/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
100 Base Course: Paving (concrete): ¶e ¶s from the most south pay station.3.0 Inches below finished
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
101 Base Course: Paving (concrete): ¶e ¶s from the most south pay station.3.0 Inches below finished
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
102 Base Course: Paving (concrete): ¶e ¶s from the most south pay station 90* turn.3.0 Inches below finished
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
103 Base Course: Paving (concrete): ¶w ¶s from the most south pay station.3.0 Inches below finished
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
104 Base Course: Paving (concrete): ¶w ¶s from the most south pay station 90* turn.3.0 Inches below finished
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
100, 101, 102, 103, 104: Atlas cannot attest to the validity of the client
provided proctor. Atlas rep informed Geno with Jerome Bowen of test
results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
100 08/05/24 CP 22-59 D698 C GP 4.9 135.7 2.3 130.1 133.1 2 96 95 DP
101 08/05/24 CP 22-59 D698 C GP 4.9 135.7 4.0 129.1 134.3 2 95 95 DP
102 08/05/24 CP 22-59 D698 C GP 4.9 135.7 4.2 129.2 134.6 2 95 95 DP
103 08/05/24 CP 22-59 D698 C GP 4.9 135.7 4.5 128.5 134.3 2 95 95 DP
104 08/05/24 CP 22-59 D698 C GP 4.9 135.7 3.1 129.9 133.9 2 96 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 08/06/2024
Report #: SNG-000010-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: John Franson
08/06/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
3 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 18' E 3' S off CL of West wall
18.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
4 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 96' E 7' S off CL of West wall
18.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
5 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 117' E 6' S off CL of West wall
6.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
6 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 24' E 5' S off CL of West wall
6.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
3, 4, 5, 6: Atlas inspector informed Gene Bates with Jerome Bowmen
Construction of all-density test results. Atlas inspector also informed
Gene of compaction results over 102% which could indicate a
material change and that a new proctor may be required.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
3 02/14/24 CP 22-59 C GP 4.9 135.7 4.5 143.3 149.8 6 106 95 DP
4 02/14/24 CP 22-59 C GP 4.9 135.7 4.8 141.7 148.5 6 104 95 DP
5 02/14/24 CP 22-59 C GP 4.9 135.7 3.4 140.5 145.3 6 104 95 DP
6 02/14/24 CP 22-59 C GP 4.9 135.7 3.9 137.4 142.7 6 101 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 02/14/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
3 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 18' E 3' S off CL of West wall
18.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
4 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 96' E 7' S off CL of West wall
18.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
5 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 117' E 6' S off CL of West wall
6.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
6 Structural Fill: Interior Slab-on-Grade: All density tests today were within the main slab
on grade structure. 24' E 5' S off CL of West wall
6.0 Inches Below Finished
Grade
InstroTex / 3500 / 4555 / 01/09/2024 Smith, Kyle
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
3, 4, 5, 6: Atlas inspector informed Gene Bates with Jerome Bowmen
Construction of all-density test results. Atlas inspector also informed
Gene of compaction results over 102% which could indicate a
material change and that a new proctor may be required.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
3 02/14/24 CP 22-59 C GP 4.9 135.7 4.5 143.3 149.8 6 106 95 DP
4 02/14/24 CP 22-59 C GP 4.9 135.7 4.8 141.7 148.5 6 104 95 DP
5 02/14/24 CP 22-59 C GP 4.9 135.7 3.4 140.5 145.3 6 104 95 DP
6 02/14/24 CP 22-59 C GP 4.9 135.7 3.9 137.4 142.7 6 101 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 02/15/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
7 Structural Fill: Interior Wall Backfill: ¶wide strip along the North wall 50 feet from West
entrance
2.0 Feet below top of stem
wall
Troxler / 3440 / 26708 / 01/31/2024 Neibaur, Rick
8 Structural Fill: Interior Wall Backfill: ¶wide strip along the North wall 50 feet from West
entrance
2.0 Feet below top of stem
wall
Troxler / 3440 / 26708 / 01/31/2024 Neibaur, Rick
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
7, 8: Gene with Jerome Bowen was notified of test results. Email sent
to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
7 02/28/24 23-7428 C SM 8.6 124.6 2.6 118.6 121.7 6 95 95 DP
8 02/28/24 23-7428 C SM 8.6 124.6 5.1 120.2 126.3 6 96 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/01/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
9 Subgrade: Building Pad: From south east corner of car wash ¶N and ¶W 18.0 Inches below finish grade Troxler / 3430 / 27237 / 01/23/2024 Lake, Noah
10 Subgrade: Building Pad: From south east corner of car wash ¶N and ¶W 6.0 Inches below finish grade Troxler / 3430 / 27237 / 01/23/2024 Lake, Noah
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
9, 10: Atlas Rep Noah Lake informed Gene with Jerome Bowen the
results for the density test. Emailed all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
9 02/29/24 23-7428 C SM 8.6 124.6 7.1 126.7 135.7 8 102 95 DP
10 02/29/24 23-7428 C SM 8.6 124.6 5.7 129.2 136.5 8 104 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/01/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
9 Subgrade: Building Pad: From south east corner of car wash ¶N and ¶W 18.0 Inches below finish grade Troxler / 3430 / 27237 / 01/23/2024 Lake, Noah
10 Subgrade: Building Pad: From south east corner of car wash ¶N and ¶W 6.0 Inches below finish grade Troxler / 3430 / 27237 / 01/23/2024 Lake, Noah
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
9, 10: Atlas Rep Noah Lake informed Gene with Jerome Bowen the
results for the density test. Emailed all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
9 02/29/24 23-7428 C SM 8.6 124.6 7.1 126.7 135.7 8 102 95 DP
10 02/29/24 23-7428 C SM 8.6 124.6 5.7 129.2 136.5 8 104 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 02/29/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
11 Trench Backfill: Sanitary Sewer: 1 ft N 43 ft E of the T juction,12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
12 Trench Backfill: Sanitary Sewer: 2 ft N 3 ft E of T junction 48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
13 Trench Backfill: Sanitary Sewer: 3 ft N 11 ft E of T junction 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
14 Trench Backfill: Sanitary Sewer: 8 ft S 5 ft W of T junction 24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
15 Trench Backfill: Sanitary Sewer: 45 ft S 5 ft of west middle manhole 18.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
16 Trench Backfill: Sanitary Sewer: 105 ft S 7 ft E of west middle manhole 12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
11, 12, 13, 14, 15, 16: Dillon with Jerome Bowen was notified onsite
of results. Email will be sent out to all authorized recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
11 03/07/24 23-7428 C SM 8.6 124.6 4.7 124.8 130.7 12 100 95 DP
12 03/07/24 23-7428 C SM 8.6 124.6 4.1 121.8 126.8 8 98 95 DP
13 03/07/24 23-7428 C SM 8.6 124.6 4.8 126.2 132.2 8 101 95 DP
14 03/07/24 23-7428 C SM 8.6 124.6 5.6 126.3 133.4 8 101 95 DP
15 03/07/24 23-7428 C SM 8.6 124.6 5.9 127.4 134.9 8 102 95 DP
16 03/07/24 23-7428 C SM 8.6 124.6 7.5 118.7 127.6 8 95 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/08/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
11 Trench Backfill: Sanitary Sewer: 1 ft N 43 ft E of the T juction,12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
12 Trench Backfill: Sanitary Sewer: 2 ft N 3 ft E of T junction 48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
13 Trench Backfill: Sanitary Sewer: 3 ft N 11 ft E of T junction 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
14 Trench Backfill: Sanitary Sewer: 8 ft S 5 ft W of T junction 24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
15 Trench Backfill: Sanitary Sewer: 45 ft S 5 ft of west middle manhole 18.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
16 Trench Backfill: Sanitary Sewer: 105 ft S 7 ft E of west middle manhole 12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
11, 12, 13, 14, 15, 16: Dillon with Jerome Bowen was notified onsite
of results. Email will be sent out to all authorized recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
11 03/07/24 23-7428 C SM 8.6 124.6 4.7 124.8 130.7 12 100 95 DP
12 03/07/24 23-7428 C SM 8.6 124.6 4.1 121.8 126.8 8 98 95 DP
13 03/07/24 23-7428 C SM 8.6 124.6 4.8 126.2 132.2 8 101 95 DP
14 03/07/24 23-7428 C SM 8.6 124.6 5.6 126.3 133.4 8 101 95 DP
15 03/07/24 23-7428 C SM 8.6 124.6 5.9 127.4 134.9 8 102 95 DP
16 03/07/24 23-7428 C SM 8.6 124.6 7.5 118.7 127.6 8 95 95 DP
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
FRPSO\ZLWKWKHDFFHSWDQFHFULWHULDLQWKHPRVWUHFHQWFOLHQWDSSURYHGSURMHFWSODQVDQGVSHFLILFDWLRQV:HXVHWKHVLPSOHDFFHSWDQFHUHMHFWLRQGHFLVLRQUXOH
accordingly, measurement uncertainty is not applied in this determination unless 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/07/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
17 Trench Backfill: Sanitary Sewer: 48 ft S then 5 ft W of manhole 2 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
18 Trench Backfill: Sanitary Sewer: 46 ft S then 3 ft W of manhole 2 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
19 Trench Backfill: Sanitary Sewer: 50 ft S 2 ft E of manhole 2 48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
20 Trench Backfill: Sanitary Sewer: 47 ft S 4 ft E of manhole 2 48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
17, 18, 19, 20: Notified Dillon with Jerome Bowen Construction of all
inspection results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
17 03/14/24 23-7428 C SM 8.6 124.6 4.3 119.6 124.7 8 96 0 DP
18 03/14/24 23-7428 C SM 8.6 124.6 4.5 123.9 129.5 8 99 0 DP
19 03/14/24 23-7428 C SM 8.6 124.6 4.6 123.0 128.7 8 99 0 DP
20 03/14/24 23-7428 C SM 8.6 124.6 5.3 122.2 128.7 8 98 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/14/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 03/14/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
21 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 4ft south
then 4 ft north.
36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
22 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 4ft south
then 2 ft north.
36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
23 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 5 ft south
then 2 ft east.
24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
24 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 3 ft south
then 4ft east.
24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
25 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 2 ft south
then 3 ft east.
12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
26 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 3 ft south
then 3 ft east.
12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
21, 22, 23, 24, 25, 26: Dylan with Jerome as notified of inspection
results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
21 03/28/24 23-7428 C SM 8.6 124.6 5.8 118.2 125.1 6 95 0 DP
22 03/28/24 23-7428 C SM 8.6 124.6 4.1 117.8 122.6 4 95 0 DP
23 03/28/24 23-7428 C SM 8.6 124.6 4.5 122.8 128.3 4 99 0 DP
24 03/28/24 23-7428 C SM 8.6 124.6 3.9 117.7 122.3 4 94 0 DP
25 03/28/24 23-7428 C SM 8.6 124.6 3.5 118.6 122.7 4 95 0 DP
26 03/28/24 23-7428 C SM 8.6 124.6 3.6 118.0 122.2 4 95 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/01/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 04/01/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
21 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 4ft south
then 4 ft north.
36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
22 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 4ft south
then 2 ft north.
36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
23 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 5 ft south
then 2 ft east.
24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
24 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 3 ft south
then 4ft east.
24.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
25 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 2 ft south
then 3 ft east.
12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
26 Trench Backfill: Sanitary Sewer: From southeast corner of sanitary sewer lift 3 ft south
then 3 ft east.
12.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
21, 22, 23, 24, 25, 26: Dylan with Jerome as notified of inspection
results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
21 03/28/24 23-7428 C SM 8.6 124.6 5.8 118.2 125.1 6 95 0 DP
22 03/28/24 23-7428 C SM 8.6 124.6 4.1 117.8 122.6 4 95 0 DP
23 03/28/24 23-7428 C SM 8.6 124.6 4.5 122.8 128.3 4 99 0 DP
24 03/28/24 23-7428 C SM 8.6 124.6 3.9 117.7 122.3 4 94 0 DP
25 03/28/24 23-7428 C SM 8.6 124.6 3.5 118.6 122.7 4 95 0 DP
26 03/28/24 23-7428 C SM 8.6 124.6 3.6 118.0 122.2 4 95 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 03/28/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
27 Utility Trench Backfill: Water Main: 30 ft south of water main stump along water main
trench.
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
28 Utility Trench Backfill: Water Main: 32 ft south of water main stump along water main
trench.
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
29 Utility Trench Backfill: Water Main: 26 ft south of water main stump along water main
trench.
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
30 Utility Trench Backfill: Water Main: 24 ft south of water main stump along water main
trench.
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
31 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 72 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
32 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 69 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
33 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 20 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
34 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 22 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
27, 28, 29, 30, 31, 32, 33, 34: Dylan with Jerome Bowen as notified of
inspection results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
27 04/03/24 23-7428 C SM 8.6 124.6 5.6 128.2 135.4 4 103 0 DP
28 04/03/24 23-7428 C SM 8.6 124.6 5.1 128.3 134.9 4 103 0 DP
29 04/03/24 23-7428 C SM 8.6 124.6 4.9 126.3 132.5 4 101 0 DP
30 04/03/24 23-7428 C SM 8.6 124.6 4.9 121.4 127.4 4 97 0 DP
31 04/03/24 23-7428 C SM 8.6 124.6 4.1 123.3 128.3 4 99 0 DP
32 04/03/24 23-7428 C SM 8.6 124.6 4.6 125.2 131.0 4 100 0 DP
33 04/03/24 23-7428 C SM 8.6 124.6 4.9 126.6 132.8 4 102 0 DP
34 04/03/24 23-7428 C SM 8.6 124.6 5.2 125.8 132.3 4 101 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 2
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/03/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
35 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 76 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
36 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 72 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
37 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 62 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
38 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 40 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
39 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 26 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
40 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 22 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
41 Utility Trench Backfill: Water Main: 32 ft south of water main stump 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
42 Utility Trench Backfill: Water Main: 30 ft south of water main stump 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
35, 36, 37, 38, 39, 40, 41, 42: Dylan with Jerome Bowen as notified of
inspection results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
35 04/03/24 23-7428 C SM 8.6 124.6 3.4 125.3 129.6 4 101 0 DP
36 04/03/24 23-7428 C SM 8.6 124.6 3.5 127.5 132.0 4 102 0 DP
37 04/03/24 23-7428 C SM 8.6 124.6 3.7 130.9 135.7 4 105 0 DP
38 04/03/24 23-7428 C SM 8.6 124.6 3.5 129.8 134.3 4 104 0 DP
39 04/03/24 23-7428 C SM 8.6 124.6 3.7 130.8 135.7 4 105 0 DP
40 04/03/24 23-7428 C SM 8.6 124.6 4.0 128.9 134.1 4 103 0 DP
41 04/03/24 23-7428 C SM 8.6 124.6 6.9 125.2 133.9 4 100 0 DP
42 04/03/24 23-7428 C SM 8.6 124.6 4.7 120.8 126.5 4 97 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 2 of 2
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/03/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
27 Utility Trench Backfill: Water Main: 30 ft south of water main stump along water main
trench.
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
28 Utility Trench Backfill: Water Main: 32 ft south of water main stump along water main
trench.
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
29 Utility Trench Backfill: Water Main: 26 ft south of water main stump along water main
trench.
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
30 Utility Trench Backfill: Water Main: 24 ft south of water main stump along water main
trench.
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
31 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 72 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
32 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 69 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
33 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 20 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
34 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 22 ft
north
60.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
27, 28, 29, 30, 31, 32, 33, 34: Dylan with Jerome Bowen as notified of
inspection results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
27 04/03/24 23-7428 C SM 8.6 124.6 5.6 128.2 135.4 4 103 0 DP
28 04/03/24 23-7428 C SM 8.6 124.6 5.1 128.3 134.9 4 103 0 DP
29 04/03/24 23-7428 C SM 8.6 124.6 4.9 126.3 132.5 4 101 0 DP
30 04/03/24 23-7428 C SM 8.6 124.6 4.9 121.4 127.4 4 97 0 DP
31 04/03/24 23-7428 C SM 8.6 124.6 4.1 123.3 128.3 4 99 0 DP
32 04/03/24 23-7428 C SM 8.6 124.6 4.6 125.2 131.0 4 100 0 DP
33 04/03/24 23-7428 C SM 8.6 124.6 4.9 126.6 132.8 4 102 0 DP
34 04/03/24 23-7428 C SM 8.6 124.6 5.2 125.8 132.3 4 101 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 2
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Page 1 of 3
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
35 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 76 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
36 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 72 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
37 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 62 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
38 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 40 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
39 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 26 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
40 Utility Trench Backfill: Water Main: 6 ft west of manhole 2 from that position to 22 ft
north
48.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
41 Utility Trench Backfill: Water Main: 32 ft south of water main stump 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
42 Utility Trench Backfill: Water Main: 30 ft south of water main stump 36.0 Inches below grade InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
35, 36, 37, 38, 39, 40, 41, 42: Dylan with Jerome Bowen as notified of
inspection results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
35 04/03/24 23-7428 C SM 8.6 124.6 3.4 125.3 129.6 4 101 0 DP
36 04/03/24 23-7428 C SM 8.6 124.6 3.5 127.5 132.0 4 102 0 DP
37 04/03/24 23-7428 C SM 8.6 124.6 3.7 130.9 135.7 4 105 0 DP
38 04/03/24 23-7428 C SM 8.6 124.6 3.5 129.8 134.3 4 104 0 DP
39 04/03/24 23-7428 C SM 8.6 124.6 3.7 130.8 135.7 4 105 0 DP
40 04/03/24 23-7428 C SM 8.6 124.6 4.0 128.9 134.1 4 103 0 DP
41 04/03/24 23-7428 C SM 8.6 124.6 6.9 125.2 133.9 4 100 0 DP
42 04/03/24 23-7428 C SM 8.6 124.6 4.7 120.8 126.5 4 97 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 2 of 2
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Page 2 of 3
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 3 of 2
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Page 3 of 3
Reviewed and Approved by: Troy Posio
Project Manager 04/04/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
43 Trench Backfill: Sanitary Sewer: From water tank 2, ¶East, ¶North.12.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
44 Trench Backfill: Sanitary Sewer: From the center of water tank 3, ¶North 30.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
45 Trench Backfill: Sanitary Sewer: From the center of the grease tank catch, ¶North.18.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
46 Trench Backfill: Sanitary Sewer: From the center of the grease tank catch, ¶North.18.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
47 Trench Backfill: Sanitary Sewer: From the center water tank 2, ¶North.12.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
43, 44, 45, 46, 47: Informed Dylan with Jerome Bowen Construction
verbally of all results, emailed all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
43 04/04/24 23-7428 C SM 8.6 124.6 5.4 122.5 129.1 10 98 95 DP
44 04/04/24 23-7428 C SM 8.6 124.6 3.4 122.2 126.4 10 98 95 DP
45 04/04/24 23-7428 C SM 8.6 124.6 4.6 122.2 127.8 10 98 95 DP
46 04/04/24 23-7428 C SM 8.6 124.6 3.4 122.2 126.4 10 98 95 DP
47 04/04/24 23-7428 C SM 8.6 124.6 3.4 121.7 125.8 10 98 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/08/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 04/08/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
43 Trench Backfill: Sanitary Sewer: From water tank 2, ¶East, ¶North.12.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
44 Trench Backfill: Sanitary Sewer: From the center of water tank 3, ¶North 30.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
45 Trench Backfill: Sanitary Sewer: From the center of the grease tank catch, ¶North.18.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
47 Trench Backfill: Sanitary Sewer: From the center water tank 2, ¶North.12.0 Inches below finish
grade.
Troxler / 3440 / 18792 / 01/24/2024 Smith, Kyle
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
43, 44, 45, 47: Informed Dylan with Jerome Bowen Construction
verbally of all results, emailed all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
43 04/04/24 23-7428 C SM 8.6 124.6 5.4 122.5 129.1 10 98 95 DP
44 04/04/24 23-7428 C SM 8.6 124.6 3.4 122.2 126.4 10 98 95 DP
45 04/04/24 23-7428 C SM 8.6 124.6 4.6 122.2 127.8 10 98 95 DP
47 04/04/24 23-7428 C SM 8.6 124.6 3.4 121.7 125.8 10 98 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/07/2024
Report #: -00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
48 Trench Backfill: Sanitary Sewer: Backfill for pressured sewer shut off valve. East side
of second East Road. First test ¶West and ¶South of shut off valve.
5.0 Feet below finished
grade.
Troxler / 3430 / 27237 / 01/23/2024 Rowley, Daniel
49 Trench Backfill: Sanitary Sewer: Backfill for pressured sewer shut off valve. East side
of second East Road. ¶North of test 48.
5.0 Feet below finished
grade.
Troxler / 3430 / 27237 / 01/23/2024 Rowley, Daniel
50 Trench Backfill: Sanitary Sewer: Backfill for pressured sewer shut off valve. East side
of second East Road. ¶South of test 49.
4.0 Feet below finished
grade.
Troxler / 3430 / 27237 / 01/23/2024 Rowley, Daniel
51 Trench Backfill: Sanitary Sewer: Backfill for pressured sewer shut off valve. East side
of second East Road. ¶North of test 50
4.0 Feet below finished
grade.
Troxler / 3430 / 27237 / 01/23/2024 Rowley, Daniel
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
48, 49, 50, 51: Atlas Rep informed Dylan with Jerome Bowen of test
results. Emailed to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
48 04/19/24 23-7428 C SM 8.6 124.6 4.1 120.0 124.9 8 96 95 DP
49 04/19/24 23-7428 C SM 8.6 124.6 4.1 119.7 124.6 8 96 95 DP
50 04/19/24 23-7428 C SM 8.6 124.6 4.1 118.4 123.3 8 95 95 DP
51 04/19/24 23-7428 C SM 8.6 124.6 3.6 123.6 128.1 8 99 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 04/19/2024
Report #: -01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 04/19/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
52 Other, See Location Details: Northwest corner of tank at lift station # 1, 1 ft north and
3 ft east.
0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
53 Other, See Location Details: Northeast corner of building 12 ft north and 38 ft west.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
54 Other, See Location Details: Northwest corner of building 7 ft north and 15 ft east.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
52, 53, 54: Dylan with Jerome Bowen as notified of inspection results.
Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
52 05/01/24 23-7428 C SM 8.6 124.6 6.0 119.1 126.2 4 96 0 DP
53 05/01/24 23-7428 C SM 8.6 124.6 4.3 129.2 134.7 4 104 0 DP
54 05/01/24 23-7428 C SM 8.6 124.6 3.5 118.7 122.9 4 95 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 05/01/2024
Report #: SNG-000001-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
52 Other, See Location Details: Northwest corner of tank at lift station # 1, 1 ft north and
3 ft east.
0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
53 Other, See Location Details: Northeast corner of building 12 ft north and 38 ft west.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
54 Other, See Location Details: Northwest corner of building 7 ft north and 15 ft east.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
55 Other, See Location Details: Trash tank west side of building, from southwest corner
of tank 2 ft west and 3 ft south.
3.0 Feet below base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
52 05/01/24 23-7428 C SM 8.6 124.6 6.0 119.1 126.2 4 96 95 DP
53 05/01/24 23-7428 C SM 8.6 124.6 4.3 129.2 134.7 4 104 95 DP
54 05/01/24 23-7428 C SM 8.6 124.6 3.5 118.7 122.9 4 95 95 DP
55 05/01/24 23-7428 C SM 8.6 124.6 4.6 127.1 132.9 4 102 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 05/02/2024
Report #: SNG-000002-01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 05/02/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
52 Other, See Location Details: Northwest corner of tank at lift station # 1, 1 ft north and
3 ft east.
0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
53 Other, See Location Details: Northeast corner of building 12 ft north and 38 ft west.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
54 Other, See Location Details: Northwest corner of building 7 ft north and 15 ft east.0.0 Top of base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
55 Other, See Location Details: Trash tank west side of building, from southwest corner
of tank 2 ft west and 3 ft south.
3.0 Feet below base InstroTex / 3500 / 5148 / 01/31/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
52, 53, 54, 55: Dylan with Jerome Bowen as notified of inspection
results. Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
52 05/01/24 23-7428 C SM 8.6 124.6 6.0 119.1 126.2 4 96 0 DP
53 05/01/24 23-7428 C SM 8.6 124.6 4.3 129.2 134.7 4 104 0 DP
54 05/01/24 23-7428 C SM 8.6 124.6 3.5 118.7 122.9 4 95 0 DP
55 05/01/24 23-7428 C SM 8.6 124.6 4.6 127.1 132.9 4 102 0 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Revise report
Test Method: ASTM D 6938
Report Date: 05/01/2024
Report #: SNG-000002-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
56 Trench Backfill: Sanitary Sewer: 27ft S of sanitation sewer #1 7.5 Feet below finshed grade InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
57 Trench Backfill: Sanitary Sewer: 6ft W of overflow box 1.0 Foot below finshed grade InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
56, 57: Atlas rep notified Dylan with Jerome Bowen of test results.
Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
56 05/06/24 23-7428 C SM 8.6 124.6 9.5 120.8 132.3 8 97 95 DP
57 05/06/24 23-7428 C SM 8.6 124.6 9.4 121.1 132.5 8 97 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 05/06/2024
Report #: SNG-000003-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
56 Trench Backfill: Sanitary Sewer: 27ft S of sanitation sewer #1 7.5 Feet below finshed grade InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
57 Trench Backfill: Sanitary Sewer: 6ft W of overflow box 1.0 Foot below finshed grade InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
56, 57: Atlas rep notified Dylan with Jerome Bowen of test results.
Email sent to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
56 05/06/24 23-7428 C SM 8.6 124.6 9.5 120.8 132.3 8 97 95 DP
57 05/06/24 23-7428 C SM 8.6 124.6 9.4 121.1 132.5 8 97 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 05/06/2024
Report #: SNG-000003-01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 05/06/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
58 Trench Backfill: Irrigation: STA: 00+65, ¶LT of irrigation pipe.1.0 Feet under top of pipe.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
59 Trench Backfill: Irrigation: STA: 00+70, ¶LT of irrigation pipe.0.0 Feet under top of pipe.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
60 Trench Backfill: Irrigation: STA: 01+80, ¶LT of irrigation pipe.2.0 Feet above top of pipe.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
61 Structural Fill: Exterior Slab-on-Grade: Northern most NE corner of building: ¶N,
¶W.
8.0 Inches below top of
concrete.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
62 Structural Fill: Exterior Slab-on-Grade: Northern most NE corner of building: ¶N,
¶W.
8.0 Inches below top of
concrete.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
63 Trench Backfill: Irrigation: STA: 02+25, ¶LT of irrigation pipe.0.0 Feet above top of pipe.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
58, 59, 60: Southern most irrigation box=00+00. Rep informed Dillon
of test results. Emailed to all approved recipients.
61, 62: Rep informed Dillon of test results. Emailed to all approved
recipients.
63: Southern most irrigation box=00+00. Rep informed Dillon of test
results. Emailed to all approved recipients. Sample taken from under
gauge for a proctor.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
58 05/23/24 23-7428 D1557 C SM 8.6 124.6 6.6 124.2 132.4 8 100 95 DP
59 05/23/24 23-7428 D1557 C SM 8.6 124.6 6.7 126.1 134.5 8 101 95 DP
60 05/23/24 23-7428 D1557 C SM 8.6 124.6 6.9 126.2 134.9 8 101 95 DP
61 05/23/24 23-7428 D1557 C SM 8.6 124.6 4.0 121.2 126.0 8 97 95 DP
62 05/23/24 23-7428 D1557 C SM 8.6 124.6 4.7 118.1 123.6 8 95 95 DP
63 05/23/24 PENDING 9.0 110.1 120.0 8 95
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 05/24/2024
Report #: SNG-000004-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
64 Trench Backfill: Waterline (exterior): Hydrate 81886-LM: ¶N, ¶W.2.0 Feet below finish grade.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
65 Trench Backfill: Waterline (exterior): Hydrate 81886-LM: ¶N, ¶W.2.0 Feet below finish grade.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
66 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
67 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
68 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
69 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
64, 65, 66, 67, 68, 69: Atlas Rep informed Dillon of test results.
Emailed to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
64 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.6 128.9 133.6 8 103 95 DP
65 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.7 128.5 133.3 8 103 95 DP
66 06/06/24 23-7428 D1557 C SM 8.6 124.6 2.5 128.5 131.7 8 103 95 DP
67 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.2 132.6 136.9 8 106 95 DP
68 06/06/24 23-7428 D1557 C SM 8.6 124.6 5.1 128.2 134.7 8 103 95 DP
69 06/06/24 23-7428 D1557 C SM 8.6 124.6 4.3 124.6 129.9 8 100 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/10/2024
Report #: SNG-000005-01
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 06/10/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
64 Trench Backfill: Waterline (exterior): Hydrate 81886-LM: ¶N, ¶W.2.0 Feet below finish grade.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
65 Trench Backfill: Waterline (exterior): Hydrate 81886-LM: ¶N, ¶W.2.0 Feet below finish grade.InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
66 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
67 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
68 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
69 Asphalt: Parking Lot: NW corner of building: ¶N, ¶E.8.0 Inches below top of
asphalt.
InstroTex / 3500 / 4555 / 01/09/2024 Franson, John
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
64, 65, 66, 67, 68, 69: Atlas Rep informed Dillon of test results.
Emailed to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
64 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.6 128.9 133.6 8 103 95 DP
65 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.7 128.5 133.3 8 103 95 DP
66 06/06/24 23-7428 D1557 C SM 8.6 124.6 2.5 128.5 131.7 8 103 95 DP
67 06/06/24 23-7428 D1557 C SM 8.6 124.6 3.2 132.6 136.9 8 106 95 DP
68 06/06/24 23-7428 D1557 C SM 8.6 124.6 5.1 128.2 134.7 8 103 95 DP
69 06/06/24 23-7428 D1557 C SM 8.6 124.6 4.3 124.6 129.9 8 100 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/06/2024
Report #: SNG-000005-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
70 Base Course: Concrete Paving: Car wash garage door main entrance SE corner,
40FT E 7FT S
6.0 Inches below finshed
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
71 Base Course: Concrete Paving: E main entrance of main road 42FT W 18FT N 6.0 Inches below finshed
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
72 Base Course: Concrete Paving: E main entrance of main road 42FT W 78FT N 6.0 Inches below finshed
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
73 Base Course: Concrete Paving: NE corner of garage door car wash entrance 24FT N
1FT W.
6.0 Inches below finshed
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
74 Base Course: Concrete Paving: Nw corner of service counter building 10FT W 58FT
S.
6.0 Inches below finshed
grade
InstroTex / 3500 / 4555 / 01/09/2024 Mathie, Caysen
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
70, 71, 72, 73, 74: Atlas rep informed Jaden of test results. Email sent
to all approved recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
70 06/11/24 23-7428 D1557 C SM 8.6 124.6 5.5 125.2 132.1 6 100 95 DP
71 06/11/24 23-7428 D1557 C SM 8.6 124.6 4.5 120.9 126.3 6 97 95 DP
72 06/11/24 23-7428 D1557 C SM 8.6 124.6 5.7 123.7 130.8 6 99 95 DP
73 06/11/24 23-7428 D1557 C SM 8.6 124.6 3.2 126.5 130.6 6 102 95 DP
74 06/11/24 23-7428 D1557 C SM 8.6 124.6 4.3 126.5 131.9 6 102 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/18/2024
Report #: SNG-000006-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Reviewed and Approved by: Troy Posio
Project Manager 06/18/2024
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
75 Sub-base Fill: Pavement (asphalt): ¶feet North of fire hydrant on west side of job
site this position will serve as station 00+00 running East. Station 00+15.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
76 Sub-base Fill: Pavement (asphalt): ¶feet North of fire hydrant on west side of job
site this position will serve as station 00+00 running East. Station 00+36 ¶North of
centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
77 Sub-base Fill: Pavement (asphalt): ¶feet North of fire hydrant on west side of job
site this position will serve as station 00+00 running East. Station 00+52 ¶North of
centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
78 Sub-base Fill: Pavement (asphalt): ¶feet North of fire hydrant on west side of job
site this position will serve as station 00+00 running East. Station 01+05 2 South of
centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
79 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
55+25 1¶South of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
80 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
56+05 2¶South of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
81 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
56+34 2¶North of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
82 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
56+64 1¶North of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
75 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.6 133.0 137.8 4 98 95 DP
76 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.8 130.2 135.1 4 96 95 DP
77 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.4 132.3 136.8 4 97 95 DP
78 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.3 130.7 135.0 4 96 95 DP
79 06/20/24 CP 22-59 D698 C GP 4.9 135.7 2.0 128.9 131.5 4 95 95 DP
80 06/20/24 CP 22-59 D698 C GP 4.9 135.7 5.5 130.0 137.2 4 96 95 DP
81 06/20/24 CP 22-59 D698 C GP 4.9 135.7 5.3 130.9 137.9 4 96 95 DP
82 06/20/24 CP 22-59 D698 C GP 4.9 135.7 5.5 130.0 137.1 4 96 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 3
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/20/2024
Report #: SNG-000007-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
75, 76, 77, 78, 79, 80, 81, 82: Informed Jeno with Jerome Bowen of
all results. Email will be sent to all authorized 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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 2 of 3
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/20/2024
Report #: SNG-000007-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
83 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
57+00 3¶North of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
84 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
57+45 2¶North of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
85 Sub-base Fill: Pavement (asphalt): Eastbound lane of Moody road station from C.5.2
plans and specs.
57+86 2¶South of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
86 Sub-base Fill: Pavement (asphalt): ¶East of fire hydrant on West side of job site this
position will serve as station 04+00 running South. 04+20 ¶East of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
87 Sub-base Fill: Pavement (asphalt): ¶East of fire hydrant on West side of job site this
position will serve as station 04+00 running South. 04+50 ¶East of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
88 Sub-base Fill: Pavement (asphalt): ¶East of fire hydrant on West side of job site this
position will serve as station 04+00 running South. 04+76 ¶East of centerline.
0.0 Below base.InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
83, 84, 85, 86, 87, 88: Informed Jeno with Jerome Bowen of all
results. Email will be sent to all authorized recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
83 06/20/24 CP 22-59 D698 C GP 4.9 135.7 4.6 131.8 137.9 4 97 95 DP
84 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.2 129.1 133.2 4 95 95 DP
85 06/20/24 CP 22-59 D698 C GP 4.9 135.7 5.7 129.2 136.5 4 95 95 DP
86 06/20/24 CP 22-59 D698 C GP 4.9 135.7 6.2 130.0 138.0 4 96 95 DP
87 06/20/24 CP 22-59 D698 C GP 4.9 135.7 4.6 134.3 140.5 4 99 95 DP
88 06/20/24 CP 22-59 D698 C GP 4.9 135.7 3.2 135.8 140.2 4 100 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 3 of 3
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 06/20/2024
Report #: SNG-000007-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
89 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+06 1¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
90 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+35 1¶left of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
91 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+63 2¶left of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
92 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 00+95 2¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
93 Base Course: Sidewalk: Sub base for sidewalk along Northside of Tagg n go building.
3¶North from Northeast corner of building this position will serve as station
00+00 running East. Station 01+24 1¶right of center.
0.0 Feet below sub base InstroTex / 3500 / 4555 / 01/09/2024 Patterson, Julian
Remarks
DP: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
89, 90, 91, 92, 93: Atlas representative informed Gino with Jerome
Bowen Construction of testing results. Email will be sent to all
authorized recipients.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
89 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.4 118.1 119.8 Backsca
tter
95 95 DP
90 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.3 120.8 122.4 Backsca
tter
97 95 DP
91 07/31/24 23-7428 D1557 C SM 8.6 124.6 1.7 118.7 120.7 Backsca
tter
95 95 DP
92 07/31/24 23-7428 D1557 C SM 8.6 124.6 2.1 119.3 121.8 Backsca
tter
96 95 DP
93 07/31/24 23-7428 D1557 C SM 8.6 124.6 2.1 119.3 121.8 Backsca
tter
96 95 DP
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 the simple acceptance/rejection decision rule;
accordingly, measurement uncertainty is not applied in this determination unless required by project plans and specifications or specified by contract. This report
shall not be reproduced, except in full, without prior written approval from Atlas. The recording of false, fictitious or fraudulent statements or entries on this
document may be punishable as a felony under Federal Statute.
Page 1 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Report Date: 07/31/2024
Report #: SNG-000008-00
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
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Atlas Technical Consultants, LLC - Idaho Falls