HomeMy WebLinkAboutLA203676 Soils ReportREVISED Letter of Transmittal 1
Bohn Well Drilling CompanyClient:Project No:B2206062
Date:July 08, 2022
To:Charlie Bohn
Bohn Well Drilling Company
18190 Dairy Lane
Jordan, MN 55352
Phone:(612) 919-1542
Email:charlie@bohnwell.com
Braun Intertec Corporation
11001 Hampshire Ave S
Bloomington, MN 55438
Re:19275 Iteri Avenue, Lakeville, MN 55044
Documents Sent Comments
House Lot - 19275 Iteri Ave - BurdickProject:
Daily Reports Daily Field Notes dated 6/28 and 6/29
Density Tests Tests 1-8
Other Daily Soil Observation Notes date 6/28/22
Proctor Tests P-01
Copy List
Brandi Weckman, Bohn Well Drilling Company
Joe Westphal, Braun Intertec Corporation
Providing engineering and environmental solutions since 1957 Rev: 05/05/2014
Contact Information:
Sent By:
Email:
Phone:
Karen Ross Smith
krosssmith@braunintertec.com
(952) 995-2000
Activity Date:06/28/2022
Temperature:88
PM:Adam Raymond
Technician:Connor, Dustin
Report Number:1
Weather:Partly Cloudy
Services Performed:Soil Density Testing
Density Testing Method:Nuclear ASTM D6938 Areas Tested:Building Pad
Number of tests performed:5 Number of tests that met density requirements:5
Number of tests that did not meet density requirements:None Number of tests with results pending:None
Fill source:Imported Type and source of imported fill:
Contractor notified of test results:No
Remarks / Comments
Were all scheduled activities completed:Yes
Were there any delays affecting our activities:No
Report emailed to client or contractor:No
General Comments:
Compaction tests were taken on imported fill place up to basement subgrade elevation on House Lot 19275 using nuclear density
gauge. Tests taken passed according to site specifications.
Daily Field Notes
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 9529952000
Client:
Bohn Well Drilling Company
18190 Dairy Lane
Jordan, MN 55352
Project:
B2206062
House Lot 19275 Iteri Ave Burdick
19275 Iteri Avenue
Lakeville, MN 55044
Page 1 of 2Page 1 of 1
Dustin Connor
Activity Date:06/29/2022
Temperature:79
PM:Adam Raymond
Technician:Connor, Dustin
Report Number:2
Weather:Sunny
Services Performed:Soil Density Testing
Density Testing Method:Nuclear ASTM D6938 Areas Tested:Building Pad
Number of tests performed:3 Number of tests that met density requirements:3
Number of tests that did not meet density requirements:None Number of tests with results pending:None
Fill source:Imported Type and source of imported fill:
Contractor notified of test results:No
Remarks / Comments
Were all scheduled activities completed:Yes
Were there any delays affecting our activities:No
Report emailed to client or contractor:No
General Comments:
Compaction tests were taken on imported fill place up to basement subgrade elevation on House Lot 19275 using nuclear density
gauge. Tests taken passed according to site specifications.
Daily Field Notes
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 9529952000
Client:
Bohn Well Drilling Company
18190 Dairy Lane
Jordan, MN 55352
Project:
B2206062
House Lot 19275 Iteri Ave Burdick
19275 Iteri Avenue
Lakeville, MN 55044
Page 1 of 2Page 1 of 1
Dustin Connor
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
1 Structural Fill : Building Pad: NW corner of building pad 1,044.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
2 Structural Fill : Building Pad: SW corner of building pad 1,045.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
3 Structural Fill : Building Pad: SW corner of building pad 1,047.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
4 Structural Fill : Building Pad: SE corner of building pad 1,045.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
5 Structural Fill : Building Pad: East side Center of building pad 1,046.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
Remarks
A: Test results comply with specifications
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
1 06/28/22 P-01-std C
Replace
ment
SP 12.9 120.9 6.3 120.7 128.3 12 100 98 A
2 06/28/22 P-01-std C
Replace
ment
SP 12.9 120.9 7.4 120.3 129.2 12 100 98 A
3 06/28/22 P-01-std C
Replace
ment
SP 12.9 120.9 6.6 120.9 128.9 12 100 98 A
4 06/28/22 P-01-std C
Replace
ment
SP 12.9 120.9 6.5 121.7 129.6 12 101 98 A
5 06/28/22 P-01-std C
Replace
ment
SP 12.9 120.9 6.1 121.3 128.7 12 100 98 A
The results included in this report relate only to the items inspected or tested. Sample plan outlined in project specifications as applicable. Additionally, this report
is for the exclusive use of the addressed parties. We assume no responsibility to other parties regarding this report. The information indicated in this report shall
not be reproduced, except in full, without the prior written approval.
Page 1 of 1
Field Compaction
Report
Test Method: ASTM D6938
Report Date: 07/05/2022
Client:
Bohn Well Drilling Company
Jordan, MN 55352
18190 Dairy Lane
Project:
House Lot - 19275 Iteri Ave - Burdick
B2206062
Lakeville, MN 55044
19275 Iteri Avenue11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952-995-2000
Adam Raymond
07/05/2022
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
6 Structural Fill : Building Pad: Center of garage 1,047.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
7 Structural Fill : Building Pad: 15' S, 15' W from NE corner of building pad 1,047.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
8 Structural Fill : Building Pad: 10' S, 5' E from NW corner of building pad 1,047.0 Troxler / 3430 Plus / 71437 /
05/05/2020
Connor, Dustin
Remarks
A: Test results comply with specifications
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
6 06/29/22 P-01-std C
Replace
ment
SP 12.9 120.9 7.4 121.2 130.2 12 100 98 A
7 06/29/22 P-01-std C
Replace
ment
SP 12.9 120.9 8.1 121.2 131.0 12 100 98 A
8 06/29/22 P-01-std C
Replace
ment
SP 12.9 120.9 7.2 121.1 129.8 12 100 98 A
The results included in this report relate only to the items inspected or tested. Sample plan outlined in project specifications as applicable. Additionally, this report
is for the exclusive use of the addressed parties. We assume no responsibility to other parties regarding this report. The information indicated in this report shall
not be reproduced, except in full, without the prior written approval.
Page 1 of 1
Field Compaction
Report
Test Method: ASTM D6938
Report Date: 07/08/2022
Client:
Bohn Well Drilling Company
Jordan, MN 55352
18190 Dairy Lane
Project:
House Lot - 19275 Iteri Ave - Burdick
B2206062
Lakeville, MN 55044
19275 Iteri Avenue11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952-995-2000
Adam Raymond
07/08/2022
Sample Information
Sample Number:454921
Sample From:Stockpile
Location:Structural Fill : Building Pad
Sampled By:Connor, Dustin
Location Details:House pad
Sample Date:06/28/2022 Material:Imported Fill
Received Date:06/28/2022 Lab:11001 Hampshire Ave S, Bloomington, MN
Tested Date:06/29/2022 Tested By:Caamano, Lenit
Laboratory Data
Proctor ID:P01std
Maximum Dry Density (pcf):120.9
Optimum Moisture (%):12.9
Method:Method B
Preparation Method:Moist
Rammer Type:Manual Round
Specific Gravity:2.65
Specific Gravity Source:Assumed
Passes #200 (%):2.6 Retained #200 (%):97.4
Retained On 3/4 (%):0 Retained On 3/8 (%):1
Retained On #4 (%):7 Passing #4 (%):93
Classification:SP Poorly graded sand, fine to medium grained, brown
General
Remarks:The % passing the #200 is for informational purposes only.
Standard Proctor MD
Relationship
ASTM D698
06/29/2022Report Date:
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 9529952000
Client:
Bohn Well Drilling Company
18190 Dairy Lane
Jordan, MN 55352
Project:
B2206062
House Lot 19275 Iteri Ave Burdick
19275 Iteri Avenue
Lakeville, MN 55044
The results included in this report relate only to the items inspected or tested. Sample plan outlined in project
specifications as applicable. Additionally, this report is for the exclusive use of the addressed parties. We assume
no responsibility to other parties regarding this report. The information indicated in this report shall not be
reproduced, except in full, without the prior written approval.
Page 1 of 2Page 1 of 1