Appendix A - Geotechnical Design (Vol. 1), Part 1.pdf

PDF 3 MB Posted Dec 23, 2020

Attached to: Portsmouth Local Protection Project, Portsmouth, Ohio
Solicitation number: W9123720R0008
Issued by: Department of the Army Corps of Engineers Engineering District Huntington

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity notice seeks proposals for construction services related to repairs and stabilization of the Portsmouth Local Protection Project in Portsmouth, Ohio. Work includes replacing damaged storm sewer pipes and manholes, flood pump station discharge pipes, and sewer pump station discharge pipes. The contractor will be responsible for planning, administration, safety, quality control, and ensuring all work meets contract requirements.

The solicitation is for a full and open competition with award to the offeror representing the best value. Evaluation criteria are technical approach, experience, management approach, past performance, and small business participation plan. Price/cost is less important. The NAICS code is 237310 with a size standard of $36.5 million. The contractor must perform at least 15% of work cost with its own employees. A site visit is scheduled for November 13, 2020. Proposals are due through the DOD SAFE system by contacting the contracting officer and contract specialist by email no less than two business days before the due date.

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B.08.03 - W9123720R0008 - Amendment 0004.pdf	PDF	Jan 13, 2021
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Appendices Appendix A - Geotechnical Design

A-1 Portsmouth Drilling Contract

Portsmouth Levee Laboratory Analyses (Soil Testing)

W91237-16-D-0010 TO

W9123720F0031

March 16, 2019

Prepared for:

USACE Huntington District 502 Eighth Street Huntington, WV 25701

Prepared by:

Stantec Consulting Services Inc.

3052 Beaumont Centre Circle Lexington, KY 40513

Stantec Consulting Services Inc.

3052 Beaumont Centre Circle, Lexington KY 40513-1703

March 16, 2020 File: ltr_001_175568388

Attention: Mr. Brian Farmer USACE Huntington District 502 Eighth Street Huntington, West Virginia 25701

Reference: Portsmouth Levee Laboratory Analyses (Soil Testing)

W91237-16-D-0010 TO. W9123720F0031

Dear Mr. Farmer, Stantec Consulting Services Inc. (Stantec) is pleased to submit laboratory results for the above referenced project. A PDF of the results have been saved on a temporary FTP site and are available to download.

We appreciate the opportunity to assist the District in this important mission. If you have any comments or questions, don’t hesitate to contact the undersigned at (859) 422-3000.

Regards, Stantec Consulting Services Inc.

Adam Crace Principal Phone: 859 422 3084 Fax: 859 422 3100 Adam.Crace@stantec.com

Adam Crace

MOISTURE CONTENT

Moisture Content of Soil

ASTM D 2216

Project Name Portsmouth LPP Seepage Barrier Project Number 175568388 Tested By DB

Maximum Particle Size in Sample No. 10 No. 4 3/8'' 3/4'' 1 1/2'' 3''

Recommended Minimum Mass (g) 20 100 500 2,500 10,000 50,000 Test Method ASTM Material Type: Stratified, Laminated, Lensed, Homogeneous, Disturbed

Maximum Material Pass Min. Wet Soil & Dry Soil & Date Material Particle Excluded Mass? Can Weight Can Weight CanWeight Moisture

Source Lab ID Tested Type Size Amount Size (Y/N) (g) (g) (g) Content (%) CD-19-1, 11.0'-11.5', 17.0'-17.5', 1 12/28/19 Hom No. 10 Yes 308.04 721.93 641.02 24.3 CD-19-1, 28.5'-29.0', 31.0'-31.5', 4 12/28/19 Hom No. 10 Yes 280.83 630.06 560.17 25.0 CD-19-1, 37.0'-37.5' 7 12/28/19 Hom No. 10 Yes 310.18 582.52 537.60 19.8 CD-19-2, 5.3'-5.8', 11.0'-11.5', 13.5'-14.0', 23 12/28/19 Hom No. 4 Yes 281.15 743.58 653.90 24.1 CD-19-2, 27.0'-27.5', 31.0'-31.5', 27 12/29/19 Hom 3/8'' No 284.87 629.15 567.75 21.7 CD-19-2, 41.5'-42.0', 45.5'-46.0', 48.0'-48.5', 30 12/29/19 Hom No. 10 Yes 285.47 856.34 760.93 20.1 CD-19-3, 4.5'-6.0', 6.0'-7.5', 46 12/29/19 Len No. 10 Yes 290.90 627.05 569.21 20.8 CD-19-3, 22.5'-24.0' 53 12/29/19 Len No. 10 Yes 31.58 226.80 195.38 19.2 CD-19-3, 43.5'-45.0', 45.0'-46.5', 61 12/29/19 Hom No. 10 Yes 30.60 247.61 210.07 20.9 CD-19-4, 7.8'-8.3' 80 12/30/19 Hom 3/8'' No 309.60 519.00 482.28 21.3 CD-19-4, 16.0'-16.5' 82 12/30/19 Len No. 10 Yes 307.59 556.12 503.53 26.8 CD-19-4, 20.0'-20.5' 83 12/30/19 Len No. 4 Yes 309.11 509.46 463.68 29.6 CD-19-4, 46.5'-47.0' 90 12/30/19 Hom No. 10 Yes 309.33 517.00 477.18 23.7 CD-19-5, 10.5'-13.5' 99 12/30/19 Len 1 1/2'' No 308.67 627.27 577.62 18.5 CD-19-5, 22.5'-25.5' 101 12/30/19 Len 3/8'' No 310.74 584.35 520.40 30.5 CD-19-5, 37.5'-40.5' 102 12/30/19 Hom No. 10 Yes 313.03 586.55 537.13 22.1 CD-19-6, 17.0'-17.5', 21.0'-21.5', 113 12/31/19 Hom No. 10 Yes 305.49 613.46 544.76 28.7 CD-19-6, 31.3'-31.7' 119 12/31/19 Hom No. 10 Yes 306.95 558.81 516.90 20.0 CD-19-6, 36.5'-37.0', 42.0'-42.5', 120 12/31/19 Hom 3/8'' No 284.53 629.47 569.85 20.9 CD-19-7, 8.0'-8.5', 12.0'-12.5', 134 12/31/19 Hom 3/8'' No 293.24 573.79 522.94 22.1 CD-19-7, 23.0'-23.5', 27.0'-27.5', 140 12/31/19 Hom No. 10 Yes 283.80 565.04 498.28 31.1 CD-19-7, 29.0'-29.5', 31.5'-32.0', 37.0'-37.5', 143 12/31/19 Hom No. 10 Yes 305.01 683.60 608.82 24.6 CD-19-8, 12.0'-15.0' 159 12/31/19 Hom 3/8'' No 308.72 645.68 580.09 24.2 CD-19-8, 34.5'-36.0' 162 12/31/19 Hom 3/4'' No 30.04 183.62 160.29 17.9 CD-19-8, 46.5'-49.5' 165 12/31/19 Hom No. 10 Yes 309.40 684.45 606.04 26.4 CD-19-9, 2.5'-3.0', 6.5'-7.0', 172 12/31/19 Hom No. 4 Yes 306.51 676.95 624.91 16.3 CD-19-9, 26.5'-27.0', 31.5'-32.0', 179 12/31/19 Hom No. 10 Yes 310.98 629.53 562.77 26.5 CD-19-9, 42.0'-42.5' 182 12/31/19 Hom No. 10 Yes 308.92 533.91 486.73 26.5

Template: tmp_mc_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Reported By: RJ Report Date: 01/28/2020

Moisture Content of Soil

ASTM D 2216

Project Name Portsmouth LPP Seepage Barrier Project Number 175568388 Tested By DB

Maximum Particle Size in Sample No. 10 No. 4 3/8'' 3/4'' 1 1/2'' 3''

Recommended Minimum Mass (g) 20 100 500 2,500 10,000 50,000 Test Method ASTM Material Type: Stratified, Laminated, Lensed, Homogeneous, Disturbed

Maximum Material Pass Min. Wet Soil & Dry Soil & Date Material Particle Excluded Mass? Can Weight Can Weight CanWeight Moisture

Source Lab ID Tested Type Size Amount Size (Y/N) (g) (g) (g) Content (%) CD-19-10, 13.5'-14.0' 193 1/2/20 Hom No. 10 Yes 304.76 626.45 564.67 23.8 CD-19-10, 21.5'-22.0', 23.5'-24.0', 195 1/2/20 Hom No. 10 Yes 310.64 668.58 602.56 22.6 CD-19-10, 42.5'-43.0' 199 1/2/20 Hom No. 10 Yes 308.88 623.63 561.15 24.8 CD-19-11, 12.0'-12.5' 213 1/2/20 Hom No. 10 Yes 31.54 153.76 131.07 22.8 CD-19-11, 21.5'-22.0', 23.5'-24.0', 215 1/2/20 Hom No. 10 Yes 32.11 199.77 167.70 23.7 CD-19-11, 47.0'-47.5', 51.5'-52.0', 222 1/2/20 Hom No. 10 Yes 290.09 663.07 585.19 26.4 CD-19-19, 2.4'-2.6', 9.5'-10.0', 313 1/6/20 Hom 3/8'' No 309.69 659.00 594.65 22.6 CD-19-19, 37.7'-38.4', 42.8'-43.3', 322 1/6/20 Hom No. 10 Yes 311.96 746.28 669.68 21.4 CD-19-19, 59.5'-60.0' 328 1/6/20 Hom No. 10 Yes 303.96 645.23 571.99 27.3

Comments Reviewed By

Template: tmp_mc_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

ATTERBERG LIMITS

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-1, 11.0'-11.5', 17.0'-17.5' Lab ID 1 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.8 Test Date 01-02-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.17 16.13 10.87 28 38.8

18.37 16.23 10.91 21 40.2

18.28 16.14 10.89 17 40.8 39

PLASTIC LIMIT AND PLASTICITY INDEX

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.45 16.26 11.01 22.7 22 17

16.97 15.87 10.93 22.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-1, 28.5'-29.0', 31.0'-31.5' Lab ID 4 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.6 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.50 16.32 11.16 17 42.2

17.58 15.64 10.86 26 40.6

17.97 16.02 11.13 35 39.9 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.08 15.93 11.13 24.0 24 17

17.83 16.50 11.12 24.7

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-1, 37.0'-37.5' Lab ID 7 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.1 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.26 17.23 11.11 15 33.2

18.36 16.50 10.84 24 32.9

18.82 16.95 10.97 34 31.3 32

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.02 16.91 11.47 20.4 21 11

17.84 16.72 11.30 20.7

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-2, 5.3'-5.8', 11.0'-11.5', 13.5'-14.0' Lab ID 23 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 2.1 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.31 16.13 11.11 31 43.4

18.08 16.04 11.44 28 44.3

18.41 16.16 11.24 21 45.7 45

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.19 15.94 10.86 24.6 24 21

17.13 15.94 11.05 24.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-2, 27.0'-27.5', 31.0'-31.5' Lab ID 27 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.6 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.55 16.79 11.72 28 34.7

18.16 16.34 11.34 21 36.4

18.32 16.47 11.49 17 37.1 35

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.68 16.56 11.42 21.8 22 13

17.89 16.76 11.55 21.7

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Report Date: 01/30/2020

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-2, 41.5'-42.0', 45.5'-46.0', 48.0'-48.5' Lab ID 30 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.89 17.29 10.89 15 25.0

19.64 18.03 11.44 19 24.4

19.30 17.75 11.34 28 24.2 24

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.64 16.57 10.97 19.1 19 5

17.11 16.13 10.87 18.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-3, 10.5'-12.0' Lab ID 49 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 5 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.68 16.45 11.05 35 41.3

18.23 16.01 10.88 27 43.3

17.97 15.81 11.02 15 45.1 43

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.60 16.44 11.55 23.7 24 19

17.80 16.58 11.43 23.7

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-3, 12.0'-13.5', 13.5'-15.0' Lab ID 50 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.8 Test Date 01-08-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.46 17.59 10.76 27 27.4

19.14 17.28 10.76 19 28.5

19.32 17.43 10.88 15 28.9 28

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.31 16.34 10.94 18.0 18 10

18.08 17.05 11.49 18.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-3, 34.5'-36.0' Lab ID 60 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-09-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.86 16.08 10.76 35 33.5

18.39 16.49 11.07 23 35.1

18.69 16.65 11.11 15 36.8 35

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.72 16.60 11.06 20.2 21 14

17.74 16.66 11.48 20.8

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-3, 18.0'-18.6' Lab ID 78 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 7 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

20.11 17.25 10.64 18 43.3

21.15 18.15 10.91 24 41.4

21.35 18.52 11.42 35 39.9 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

16.88 15.71 10.64 23.1 23 18

18.59 17.24 11.34 22.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Report Date: 02/07/2020

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-3, 38.6'-39.1' Lab ID 79 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

22.73 19.99 10.86 16 30.0

21.23 18.95 10.89 24 28.3

21.80 19.47 11.00 33 27.5 28

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.16 17.06 10.93 17.9 18 10

18.20 17.11 11.09 18.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-4, 7.8'-8.3' Lab ID 80 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 8.6 Test Date 01-09-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.24 17.06 11.01 20 36.0

18.96 17.32 12.69 26 35.4

20.14 18.22 12.72 35 34.9 36

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

19.01 17.94 12.60 20.0 20 16

19.41 18.30 12.83 20.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-4, 16.0'-16.5' Lab ID 82 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.4 Test Date 01-09-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.71 17.62 11.01 31 31.6

18.22 16.41 10.80 21 32.3

18.59 16.65 10.75 15 32.9 32

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.30 16.27 11.08 19.8 20 12

17.09 16.02 10.93 21.0

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-4, 20.0'-20.5' Lab ID 83 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.9 Test Date 01-09-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.78 16.17 10.96 18 30.9

17.82 16.16 10.74 23 30.6

18.13 16.53 11.11 35 29.5 30

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.55 16.39 10.77 20.6 21 9

17.06 15.99 10.85 20.8

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-4, 46.5'-47.0' Lab ID 90 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 01-09-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.47 16.24 10.93 28 42.0

18.67 16.33 10.92 19 43.3

19.57 16.97 11.13 15 44.5 42

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.53 16.43 11.63 22.9 23 19

17.17 15.93 10.68 23.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-5, 3.0'-6.0' Lab ID 98 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 5.2 Test Date 01-10-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.36 16.89 11.14 21 43.0

19.27 16.89 11.13 33 41.3

18.72 16.40 10.87 25 42.0 42

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.71 16.43 10.96 23.4 24 18

17.68 16.38 10.95 23.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Report Date: 02/05/2020

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-5, 16.5'-19.5' Lab ID 100 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.05 Test Date 01-10-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.53 16.43 11.05 34 39.0

17.14 15.30 10.60 27 39.1

17.88 15.92 11.04 21 40.2 40

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.33 16.08 11.04 24.8 25 15

17.17 15.90 10.85 25.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-5, 37.5'-40.5' Lab ID 102 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.07 Test Date 01-10-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.97 16.54 10.86 16 42.8

18.38 16.33 11.35 23 41.2

18.24 16.28 11.45 26 40.6 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.99 16.76 11.50 23.4 24 17

17.78 16.56 11.40 23.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-5, 7.5'-8.0' Lab ID 108A Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 4.7 Test Date 01-31-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-5, 8.0'-8.5' Lab ID 108B Tested By DB Test Method ASTM D 4318 Method A % + No. 40 8.5 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

21.46 18.67 11.05 20 36.6

22.57 19.63 11.28 30 35.2

22.18 19.30 10.90 35 34.3 36

23.18 20.40 12.51 27 35.2

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.90 17.58 11.45 21.5 21 15

18.91 17.61 11.46 21.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-5, 30.5'-31.0' Lab ID 109 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 15 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

21.88 19.08 10.77 33 33.7

21.60 18.83 10.76 28 34.3

22.30 19.36 11.10 20 35.6 35

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.61 17.37 11.09 19.7 20 15

19.52 18.21 11.62 19.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-6, 17.0'-17.5', 21.0'-21.5' Lab ID 113 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 2.4 Test Date 01-10-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.04 16.23 11.08 16 35.1

17.76 16.05 11.12 22 34.7

17.92 16.25 11.31 27 33.8 34

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.17 16.93 11.43 22.5 22 12

17.93 16.72 11.33 22.4

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-6, 36.5'-37.0', 42.0'-42.5' Lab ID 120 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.8 Test Date 01-10-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.66 15.92 11.25 29 37.3

18.60 16.48 11.03 21 38.9

18.33 16.31 11.12 16 38.9 38

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.43 16.36 11.11 20.4 21 17

17.51 16.39 11.12 21.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-6, 56.0'-56.5', 57.5'-58.0' Lab ID 123 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.3 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.91 17.48 11.21 31 22.8

19.00 17.56 11.41 26 23.4

20.75 18.83 10.84 16 24.0 23

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.00 16.99 11.07 17.1 17 6

18.23 17.28 11.65 16.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-7, 8.0'-8.5', 12.0'-12.5' Lab ID 134 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 3.3 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.63 15.76 11.06 31 39.8

17.53 15.61 10.85 27 40.3

18.14 16.09 11.24 18 42.3 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.23 16.14 11.20 22.1 22 19

17.72 16.49 10.96 22.2

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-7, 29.0'-29.5', 31.5'-32.0', 37.0'-37.5' Lab ID 143 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.03 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.92 15.93 10.98 28 40.2

17.61 15.66 10.94 20 41.3

18.80 16.55 11.33 15 43.1 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

16.76 15.69 10.84 22.1 22 19

17.38 16.24 11.14 22.4

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-7, 42.9'-43.4' Lab ID 147 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.01 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.37 15.65 10.91 16 36.3

16.65 15.12 10.73 25 34.9

18.64 16.82 11.50 30 34.2 35

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.08 15.99 10.83 21.1 21 14

17.77 16.58 10.89 20.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-8, 24.0'-25.5' Lab ID 160 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.04 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.52 16.39 11.08 20 40.1

18.43 16.29 10.93 25 39.9

18.09 16.16 11.24 33 39.2 40

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.16 16.03 10.99 22.4 22 18

17.86 16.70 11.49 22.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-8, 27.0'-30.0' Lab ID 161 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.06 Test Date 01-14-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.02 15.39 10.76 29 35.2

17.88 16.07 11.04 22 36.0

18.13 16.31 11.42 17 37.2 36

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.56 16.49 11.41 21.1 21 15

17.06 15.94 10.65 21.2

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-8, 39.0'-40.5' Lab ID 163 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.61 17.74 11.28 35 28.9

18.81 17.07 11.27 23 30.0

18.67 16.98 11.47 16 30.7 30

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.55 16.50 11.09 19.4 19 11

18.02 16.98 11.47 18.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-8, 8.2'-8.7' Lab ID 170 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 32.1 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

21.85 18.95 10.82 21 35.7

21.98 19.14 11.11 27 35.4

22.25 19.34 10.93 32 34.6 35

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.24 17.02 10.91 20.0 20 15

18.01 16.79 10.67 19.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-8, 51.0'-51.5' Lab ID 171 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

23.23 20.60 10.99 22 27.4

22.65 20.26 11.31 25 26.7

23.47 20.89 11.03 33 26.2 27

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

19.32 18.09 11.29 18.1 18 9

18.93 17.81 11.62 18.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-9, 17.0'-17.5', 21.0'-21.5' Lab ID 176 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.02 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.83 15.83 11.04 35 41.8

18.44 16.22 11.00 26 42.5

18.39 16.16 11.09 21 44.0 43

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.14 16.87 11.49 23.6 23 20

17.37 16.10 10.66 23.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-9, 26.5'-27.0', 31.5'-32.0' Lab ID 179 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.06 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.66 17.11 10.90 15 41.1

18.55 16.48 11.33 22 40.2

19.03 16.81 11.05 31 38.5 39

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.14 16.91 11.65 23.4 24 15

17.80 16.53 11.36 24.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-9, 42.0'-42.5' Lab ID 182 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.01 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.36 16.55 11.01 29 32.7

18.00 16.21 10.93 24 33.9

18.19 16.42 11.29 19 34.5 33

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.67 16.53 10.93 20.4 20 13

17.09 16.01 10.77 20.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-10, 18.5'-19.0' Lab ID 194 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.57 15.48 11.10 21 47.7

18.47 16.16 11.44 16 48.9

18.10 15.91 11.29 27 47.4 47

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.68 16.41 11.57 26.2 26 21

17.83 16.46 11.15 25.8

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-10, 21.5'-22.0', 23.5'-24.0' Lab ID 195 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.03 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

19.04 16.71 10.91 15 40.2

19.36 17.07 11.06 23 38.1

18.68 16.61 11.05 29 37.2 38

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

16.81 15.75 10.65 20.8 21 17

17.39 16.25 10.93 21.4

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-10, 47.5'-48.0' Lab ID 200 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.38 15.64 10.95 18 37.1

18.18 16.37 11.35 24 36.1

17.69 15.95 10.98 30 35.0 36

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.75 16.61 11.05 20.5 21 15

18.19 17.07 11.61 20.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-11, 2.0'-2.5', 7.5'-8.0' Lab ID 210 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 3.1 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.78 15.78 10.80 33 40.2

18.57 16.30 10.97 23 42.6

17.66 15.78 11.62 15 45.2 42

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.14 15.95 10.87 23.4 24 18

17.46 16.24 11.17 24.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-11, 17.5'-18.0' Lab ID 214 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1 Test Date 01-16-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.71 15.80 11.10 35 40.6

17.61 15.60 10.86 25 42.4

17.65 15.52 10.78 15 44.9 42

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.69 16.40 11.13 24.5 24 18

17.45 16.20 10.89 23.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-11, 42.0'-42.5' Lab ID 221 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.69 16.77 10.71 35 31.7

18.00 16.23 10.91 23 33.3

17.77 16.08 11.11 16 34.0 33

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.58 16.47 11.00 20.3 21 12

18.07 16.88 11.28 21.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-12, 12.5'-20.0' Lab ID 235 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.06 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.44 16.49 11.12 35 36.3

17.30 15.55 10.93 25 37.9

18.93 16.72 11.05 16 39.0 38

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.17 16.09 10.93 20.9 21 17

17.86 16.75 11.46 21.0

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-13, 10.0'-20.0' Lab ID 244 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.04 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.13 16.11 11.09 30 40.2

18.32 16.27 11.38 24 41.9

18.54 16.43 11.59 16 43.6 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.64 16.50 11.34 22.1 22 19

18.26 17.03 11.62 22.7

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-14, 6.5'-7.0' Lab ID 250 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.25 15.97 10.95 34 45.4

18.49 16.13 11.01 27 46.1

19.08 16.52 11.07 19 47.0 46

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.50 16.32 11.57 24.8 25 21

16.95 15.71 10.76 25.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-15, 7.5'-8.0', 11.0'-11.5' Lab ID 263 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.01 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.09 16.00 10.57 19 38.5

18.60 16.51 11.01 23 38.0

17.85 16.04 11.26 29 37.9 38

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.64 16.48 11.10 21.6 22 16

17.95 16.67 10.79 21.8

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-16, 18.0'-18.5' Lab ID 278 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.7 Test Date 01-27-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

16.93 15.17 10.83 28 40.6

19.74 17.33 11.61 23 42.1

18.02 15.80 10.75 16 44.0 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.42 16.13 10.87 24.5 25 16

17.80 16.49 11.15 24.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-17, 22.0'-22.5' Lab ID 293 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 4.2 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.77 16.04 11.17 15 35.5

19.64 17.54 11.43 21 34.4

19.16 17.17 11.16 34 33.1 34

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.16 15.98 11.00 23.7 24 10

17.10 15.93 10.92 23.4

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-18, 18.0'-18.5' Lab ID 304 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 01-28-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.15 15.26 10.98 30 44.2

19.32 16.75 11.08 24 45.3

19.23 16.82 11.62 18 46.3 45

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.18 15.97 10.86 23.7 24 21

17.42 16.22 11.12 23.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-19, 2.4'-2.6', 9.5'-10.0' Lab ID 313 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 2.5 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.10 15.22 10.92 17 43.7

17.68 15.65 10.86 23 42.4

18.21 16.11 11.05 28 41.5 42

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.75 16.54 11.43 23.7 23 19

17.15 16.03 11.17 23.0

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-19, 37.7'-38.4', 42.8'-43.3' Lab ID 322 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.5 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

18.92 17.20 11.51 19 30.2

19.06 17.35 11.58 23 29.6

18.39 16.79 11.34 30 29.4 30

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.70 16.66 11.36 19.6 20 10

17.29 16.22 10.77 19.6

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source CD-19-19, 54.0'-54.5', 55.5'-56.0' Lab ID 325 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.07 Test Date 01-17-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.86 15.75 10.55 28 40.6

17.42 15.53 11.03 21 42.0

19.23 16.70 10.86 15 43.3 41

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.19 16.04 10.93 22.5 23 18

18.01 16.76 11.40 23.3

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-20, 4.3'-4.8' Lab ID 337 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 0.2 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

21.36 18.37 11.05 21 40.8

21.29 18.32 11.02 25 40.7

21.18 18.27 10.93 31 39.6 40

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.67 17.38 11.53 22.1 22 18

18.38 17.05 11.04 22.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-20, 18.5'-19.0' Lab ID 338 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 0.1 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

20.86 18.19 11.03 21 37.3

22.57 19.51 11.26 26 37.1

21.83 18.99 11.13 32 36.1 37

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.52 17.31 11.49 20.8 21 16

18.95 17.53 10.77 21.0

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-21, 1.5'-2.0' Lab ID 339 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 1.2 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

22.68 19.45 11.01 17 38.3

21.62 18.66 10.72 21 37.3

21.83 18.95 10.86 29 35.6 36

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

19.21 17.80 11.10 21.0 21 15

19.35 17.99 11.47 20.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source UD-19-21, 12.7'-13.2' Lab ID 340 Tested By DB Test Method ASTM D 4318 Method A % + No. 40 4.8 Test Date 02-06-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

21.88 19.00 10.94 16 35.7

21.92 19.13 10.75 28 33.3

22.19 19.44 11.05 34 32.8 34

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.44 17.26 11.27 19.7 20 14

18.46 17.26 11.10 19.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source TP-1, 5.0'-8.0' Lab ID 341 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.9 Test Date 01-28-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.69 15.59 11.04 20 46.2

17.47 15.48 11.06 29 45.0

18.22 16.06 11.09 35 43.5 45

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.91 16.66 11.68 25.1 26 19

17.76 16.37 11.06 26.2

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source TP-2, 0.5'-3.0' Lab ID 342 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 1.5 Test Date 01-28-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.38 15.36 11.12 30 47.6

17.64 15.48 11.01 26 48.3

18.28 15.86 10.94 20 49.2 48

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

17.75 16.37 11.17 26.5 27 21

17.58 16.13 10.86 27.5

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source TP-2, 3.0'-6.0' Lab ID 343 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.2 Test Date 01-28-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

17.90 15.77 11.38 17 48.5

17.98 15.84 11.35 21 47.7

18.03 16.04 11.70 30 45.9 47

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

18.06 16.73 11.57 25.8 26 21

17.17 15.86 10.81 25.9

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No. 175568388 Source TP-3, 3.0'-6.0' Lab ID 344 Tested By KWS Test Method ASTM D 4318 Method A % + No. 40 0.2 Test Date 01-28-2020 Prepared Dry Date Received 12-19-2019

Wet Soil and Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g) Number of

Blows Water Content

(%) Liquid Limit

16.76 15.05 11.15 35 43.8

18.96 17.04 12.78 26 45.1

19.95 17.73 12.94 21 46.3 45

Tare Mass

(g)

Dry Soil and Tare Mass

(g) Tare Mass

(g)

Water Content

(%) Plastic Limit Plasticity Index

19.09 17.77 12.74 26.2 26 19

19.14 17.76 12.48 26.1

Comments Reviewed By

M O

R E

C O

N T, NUMBER OF BLOWS

Liquid Limit

20 30 4025 50

Template: tmp_lim_input.xlsm Version: 20170216 Approved By: RJ

Stantec Consulting Services Inc.

Lexington, Kentucky

Project Portsmouth LPP Seepage Barrier Project No.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 23, 2020.