ML18003B039

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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.5 Slake Durability Results Pages G.5-1 Thru G.5-13
ML18003B039
Person / Time
Site: Clinch River
Issue date: 12/15/2017
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
Download: ML18003B039 (13)
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Text

{{#Wiki_filter:APPENDIX G.5-Slake Durability Test Results-No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-1 of 13

a me DOCUMENTATION OF TECHNICAL REVIEW SUBCONTRACTOR WORK PRODUCT Project Name: Clinch River SMR Project Project Number: 6468-13-1072 Project Manager: Steve Criscenzo Project Technical Leads: AlTice, Carl Tockstein The reports described below have been prepared by the named subcontractor retained in accordance with the AMEC QAPD. The work and reports have been reviewed by an AMEC technically qualified person. Comments on the work or reports, if any, have been satisfactorily addressed by the subcontractor. The report is approved in accordance with section QS-7 of AMEC'sQAPD REPORT : Slake Durability Test Report {1/24/14); Unit Weight and Specific Gravity Report (1/7114) SUBCONTRACTOR: GeoTesting Express DATE OF ACCEPTANCE :_ March 3, 2014 _________ ~ TECHNICAL REVIEWER: J. Allan Tice PROJECT TECHNICAL LEAD: J. Allan Tice Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-2 of 13 a me 420 I S1irrup Creek Dr. Durnnm. NC" 27703 RCN: CRP-1211.0 Page 1 of 12

Client: Project Name: Project Location: GTX #: E X P R E S S Test Date: Tested By: Checked By : AM EC E&I, I nc. Clinch River SMR Project Oak Ridge, TN 301001 1/ 20/2014*1/24/ 2014 cnl< (:.nL mpd M..V tJ... Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l ) Boring ID MP-103 Comments: Before Test: After Test: Slake Average Sample

Depth, VIsual Durability Water ID ft Description I ndex, Temperature, L3*2 130.5*131.5 NA 99.2 Description of the appearance of the fragments retained in the drum :

Type I

  • Retained pieces remain virtually unchanged Type II -

Retained materials consist of large and small fragments Type III

  • Retained material is exclusively small fragments oc 20 Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum.

Test Equipment: Equipment Name I D Slake Durability Device: 751-03-063 Oven: B22ER-00106 Balance: 156051 8 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-3 of 13 Calibration/Verification Due 1/ 20/2015 3/16/2014 11/ 13/ 2014 11/6/2014 As-Received Water Description

Content, of Fragments 0.1 Type II RCN: CRP-1211.0 Page 2 of 12

Client: Project Name: Project Location: GTX #: E X P R E S S Test Date: Tested By: Checked By: AM EC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/ 20/2014-1/24/2014 cnk CJ"\\IC mpd W'-{1 & Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Boring ID MP-105 Comments: Before Test: After Test: Slake Average Sample

Depth, Visual Durability Water ID ft Description
Index, Temperature, oc L3-6 127.0-127.7 NA 97.2 20 Description of the appearance of the fragments retained In the drum:

Type I - Retained pieces remain virtually unchanged Type II - Type III - Retained materials consist of large and small fragments Retained material Is exclusively small fragments Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751-03*063 Oven: B22ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-4 of 13 Calibration/Verification Due 1/20/2015 3/16/2014 11/13/2014 11/6/2014 As-Received Water Description

Content, of Fragments 0/o 1.0 Type II RCN: CRP-1211.0 Page 3 of 12

Client: Project Name: Project Location : GTX #: E X P R E S S Test Date: Tested By: Checked By: AM EC E&I, Inc. Clinch River SMR Project Oak Ridge, N 301001 1/20/2014*1/24/2014 cnk ant:.,\\ mpd ~t" Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 Cl) Slake Average Boring Sample

Depth, Visual Ourablllty Water ID ID ft Description
Index, Temperature, MP-105 Comments:

Before Test: After Test: L3-8 161.7-162.6 NA 97.9 Description of the appearance of the fragments retained in the drum : Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exc:lusively small fragments Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. oc 20 Test Equipment: Equipment Name ID Slake Durability Device: 751-03-063 Oven : B22ER-00106 Balance: 1560518 Calibration/Verification Due 1/20/ 2015 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-5 of 13 3/16/2014 11/13/ 2014 11/6/2014 As-Received Water Description

Content, of Fragments 0.5 Type II RCN: CRP-1211.0 Page 4 of 12

Client: Project Name: Project Location : GTX # : EXPRESS Test Date: Tested By: Checked By: AMEC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/20/2014*1/24/2014 cnk ~'C-mpd Vli\\fd Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l ) Boring ID MP-106 Comments: Before Test: After Test: Slake Average Sample

Depth, Visual Durability Water ID ft Description
Index, Temperature, "C

L3* 12 127.7-128.6 NA 99.1 19 Description of the appearance of the fragments retained In the drum: Type I

  • Retained pieces remain virtually unchanged Type Il -

Retained materials consist of large and small fragments Type III - Retained material Is exclusively small fragments Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751*03-063 Oven: B22ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-6 of 13 Calibration/Verification Due 1/20/2015 3/ 16/ 2014 11/13/2014 11/6/2014 As* Received Water

Content, 0.1 Description of Fragments Type !/Type II RCN: CRP-1211.0 Page 5 of 12

Client: Project Name: Project Location: GTX #: E X P R E S S Test Date: Tested By : Checked By: AM EC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/20/2014-1/24/2014 cnk 6 ~ mpd '1'1\\ ~!. Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 Cl ) Slake Average Boring Sample

Depth, Visual Durability Water ID ID ft Description
Index, Temperature, oc MP-107 L3-14 139.6-140.8 NA 99.4 20 Comments:

Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test : Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751-03-063 Oven: 622ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-7 of 13 Calibration/Verification Due 1/ 20/2015 3/16/2014 11/13/2014 ll/ 6/2014 As-Received Water Description of

Content, Fragments 0/o
0. 1 Type I/Type II RCN: CRP-1211.0 Page 6 of 12

Client: Project Name: G Project Location: GTX #: EXPRESS Test Date: Tested By: Checked By: AMEC E&l, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/ 20/ 2014-1/ 24/ 2014 cnk Ct\\'LL mpd fi..QO Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Boring ID MP-115 Comments: Before Test: After Test: Slake Average Sample

Depth, Visual Durability Water ID ft Description
Index, Temperature, oc L3-23 60.7-62.0 NA 99.2 20 Description of the appearance of the fragments retained In the drum :

Type I - Retained pieces remain virtually unchanged Type II - Type III - Retained materials consist of large and small fragments Retained material Is exclusively small fragments Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751-03-063 Oven: B22ER*00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-8 of 13 Calibration/Verification Due 1/20/2015 3/16/ 2014 11/13/2014 11/6/2014 As-Received Water Description of

Content, Fragments 0.2 Type !/Type II RCN: CRP-1211.0 Page 7 of 12

Client: Project Name: Project Location: GTX ~t: EXPRESS Test Date: Tested By: Checked By: AM EC E&l, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/20/2014-1/24/2014 cnk Cnt.. mpd ~Q~ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Boring ID MP-118 Comments: Before Test: After Test: Slake Average Sample

Depth, Visual Durability Water ID ft Description
Index, Temperature, oc L3-28 62.0*63.3 NA 92.8 20 Description of the appearance of the fragments retained In the drum :

Type I - Retained pieces remain virtually unchanged Type II - Type III - Retained matli!rials consist of large and small fragments Retained material is exclusively small fragments Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device : 751 *03-063 Oven: B22ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-9 of 13 Calibration/Verification Due 1/20/2015 3/1 6/ 2014 11/13/2014 ll/6/ 2014 As-Received Water Description of

Content, Fragments 0/o 1.2 Type II RCN: CRP-1211.0 Page 8 of 12

Client: Project Name: Project Location : GTX #: E X P R E S S Test Date: Tested By: Checked Ely : AM EC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/2q/ 2014-1/24/2014 cnk O,nt... mpd M.Oc.\\ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Slake Average Boring Sample

Depth, Visual Durability Water ID ID ft Description
Index, Temperature, oc MP-207 L3-41 157.1-157.6 NA 94.4 20 Comments:

Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751-03-063 Oven: 622ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-10 of 13 Calibration/Verification Due 1/ 20/2015 3/16/2014 11/13/ 2014 11/6/2014 As-Received Water Description of

Content, Fragments 1.8 Type II RCN: CRP-1211.0 Page 9 of 12

Client: Project Name: Project Location: GTX #: E X P R E S S Test Date: Tested By: Checked By: AMEC E&I, Inc. Clinch River SMR Project Oak Ridge, N 301001 1/20/2014-1/24/2014 cnk C-f\\1£:.. mpd MOIJ.. Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 Cl ) ~ ~ Slake Average Boring Sample

Depth, Visual Durability Water ID ID ft Description
Index, Temperature, oc MP-214 L3-42 80.5-81.3 NA 96.9 20 Comments:

Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751 063 Oven : B22ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-11 of 13 Calibration/Verification Due 1/20/ 2015 3/16/2014 11/13/2014 11/6/2014 As-Received Water Description

Content, of Fragments 0.6 Type II RCN: CRP-1211.0 Page 10 of 12

Client: Project Name: G Project Location: GTX # : X P R E S S Test Date: Tested By: Checked By: AMEC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/20/2014-1/24/2014 cnk (U ~ mpd ~~~ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (i) Slake Average Boring Sample

Depth, Visual Durability Water ID ID ft Description
Index, Temperature, oc MP-217 L3-44 74.2-75.3 NA 98.4 20 Comments:

Description of the appearance of the fragments retained in the drum : Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Slake Durability Device: 751-03-063 Oven : B22ER-00106 Balance: 1560518 Thermometer: 293630 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-12 of 13 Calibration/Verification Due 1/20/2015 3/16/2014 11/13/2014 11/6/2014 As-Received Water Description

Content, of Fragments 0.7 Type II RCN: CRP-1211.0 Page 11 of 12

Boring ID MP-103 MP-105 MP-105 MP-106 MP-107 MP-115 MP-118 MP-2.07 MP-214 MP-217 Client: Project Name: Project Location: GTX #: Test Date: Tested By: Checked By: AMEC E&I, Inc. Clinch River SMR Project Oak Ridge, TN 301001 1/7/2014 cnk Cf\\L mpd '"'pj Unit Weight & Specific Gravity of Rock ISRM Method 2 {l) Sample

Depth, 10 ft.

L3-2 130.65-131.05 L3-6 127.40-127.65 L3-8 161.70-162.10 L3-12 127.80-128.20 L3*14 139.60-140.00 L3-23 61.20-61.80 L3-28 62.8-63.2 L3-41 157.15-157.55 L3-4 2 80.85-81.25 L3-44 74.30-74.70 Notes: (1) Deviations approved by Bechtel as listed below Results are based on one sa~oV

  • cut test specimen.

Bulk Unit

Weight, pcf 168 168 168 169 168 168 167 167 167 168 Specimen mass determine on the saw cut sample in an air-dried condition.

Bulk unit weight obtained by digital caliper measurement. Bulk Specific Gravity 2.69 2.69 2.69 2.71 2.70 2.70 2.68 2.68 2.68 2.69 Bulk Specific Gravity was calculated from the specimen unit Vv'elght and the unit weight of water. Test Equipment: Equipment Name ID Oven: B22ER-00106 Balance: 15606518 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.5-13 of 13 Calibration/Verification Due 3/16/2014 11/13/2.014 RCN: CRP-1211.0 Page 12 of 12}}

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