ML19030B027
| ML19030B027 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2 | |
| Download: ML19030B027 (13) | |
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
ame 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 ame 420 I S1irrup Creek Dr. Durnnm. NC" 27703 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-2 of 13 Page 1 of 12
Client: AM EC E&I, I nc. Project Name: Clinch River SM R Project Proj ect Location: Oak Rid ge, TN GTX #: 301 001 EXP RES S Test Date : 1/ 20/201 4* 1/24/ 201 4 Tested By: cnl< (:.nL Checked By : mpd M..V tJ... Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 ( l ) Slake Average As-Received Boring Sa mple Depth, VIsual Durability Water Water Description ID ID ft Description I ndex, Temperature, Content, of Fragments
% oc %
MP-103 L3* 2 130. 5* 131. 5 NA 99.2 20 0.1 Type II Comments: Description of th e appea rance of th e fra gments retained in the drum : Type I
- Retained pieces remain virtu ally unchanged Type II - Retained materials con sist of larg e and small fragments Type III
- Retain ed material is exclusively small fragments Before Test :
After Test : Note: ( 1) Deviation approved by Bechtel: Weigh drum contents without drum . Test Equipment: Equ ipment Name ID Calibration/Verifi cation Due Slake Durability Devi ce: 751-03-063 1/ 20/2015 Oven: B22E R-00 106 3/16/201 4 Balance: 156051 8 11/ 13/ 2014 Thermom eter : 293630 11/6/201 4 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-3 of 13 Page 2 of 12
Client: AM EC E&I, Inc. Project Name: Clinch River SMR Project Project Location : Oak Ridge, TN GTX #: 301001 E X P RES S Test Date: 1/ 20/2014-1/24/2014 Tested By: cnk CJ"\IC Checked By: mpd W'-{1 & Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Slake Average As-Received Boring Sample Depth, Visual Durability Water Water Description ID ID ft Description Index, Temperature, Content, of Fragments
% oc 0
/o MP-105 L3-6 127.0-127.7 NA 97.2 20 1.0 Type II Comments: Description of the appearance of th e fragments retained In the drum:
Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Reta ined 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 Calibration/Verification Due Slake Durability Device: 751-03*063 1/20/2015 Oven: B22ER- 00106 3/16/2014 Balance: 1560518 11/13/2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-4 of 13 Page 3 of 12
Client: AM EC E&I, Inc. Project Name: Clinch River SMR Project Project Location : Oak Ridge, N GTX #: 301001 E X P R E S S Test Date: 1/20/2014* 1/24/2014 Tested By : cnk ant:.,\ Checked By: mpd ~t" Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 Cl) Slake Average As-Received Boring Sample Depth, Vi sual Ourablllty Water Water Description ID ID ft Description Index, Temperature, Content, of Fragments
% oc %
MP- 105 L3-8 161.7- 162.6 NA 97.9 20 0.5 Type II Comments: Description of the appearance of th e fragments retain ed in th e drum : Type I - Retained pieces remain virtu ally unchang ed Type II - Retained materials consist of large and small fragm ents Type III - Retain ed material is exc:lusively sma ll fragments Before Test: After Test: Note: ( 1) Deviation approved by Bechtel : Weigh drum contents without drum. Test Equipment: Equipment Name ID Ca libration/Verification Due Slake Durability Device: 751-03-063 1/20/ 2015 Oven : B22ER-00106 3/16/2014 Balance: 1560518 11/1 3/ 2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-5 of 13 Page 4 of 12
Client: AM EC E&I, Inc. Project Name: Clinch River SMR Project Project Location : Oak Ridge, TN GTX # : 301001 EXPRESS Test Date: 1/20/2014* 1/24/2014 Tested By: cnk ~'C-Checked By : mpd Vli\fd Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 ( l ) Slake Average As* Received Boring Sample Depth, Visual Durability Water Water Description of ID ID ft Description Index, Temperature, Content, Fragments
% "C %
MP- 106 L3* 12 127.7- 128.6 NA 99 .1 19 0.1 Type !/Type II Comments : 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 exclusi vely small fragments Before Test:
After Test: Note : (1) Deviation approved by Bechtel: Weigh drum conte nts without drum. Test Equipment: Equipment Name ID Calibration/Verification Due Slake Durability Device : 751 *03-063 1/20/2015 Oven : B22ER-00106 3/ 16/ 2014 Balance: 1560518 11/13/2014 Thermometer: 293630 11/6/ 2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-6 of 13 Page 5 of 12
Client: AM EC E&I, Inc. Project Name: Clinch River SMR Project Proj ect Location: Oak Ridg e, TN GTX #: 301001 EXP RES S Test Date: 1/20/2014-1/24/2014 Tested By : cn k 6 ~ Checked By: mpd '1'1\ ~!. Slake Durability of Sha les and Similar Weak Rocks by ASTM 04644 Cl ) Slake Average As-Received Boring Sample Depth, Visual Durability Water Water Description of ID ID ft Description Index, Temperature, Content, Fragments
% oc 0/o MP- 107 L3 - 14 139.6-140.8 NA 99.4 20 0. 1 Type I/Type II Com ments : Description of the appearance of th e fragm ents retained in the drum:
Type I - Retained pieces remain virtually unchanged Type II - Retain ed materials consist of large and small fragments Type III - Retain ed material is exclusively small fragments Before Test: After Test : Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Eq uipment: Equipment Name ID Calibration/Verification Due Slake Durabi lity Device : 751-03-063 1/ 20/2015 Oven: 622ER-00106 3/16/2014 Balance : 1560518 11/13/2014 Thermometer: 293630 l l/ 6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-7 of 13 Page 6 of 12
Client: AMEC E&l, Inc. Project Name: Clinch River SMR Project G Project Location: GTX #: Oak Ridge, TN 301001 EXPRESS Test Date: 1/ 20/ 2014-1/ 24/ 2014 Tested By: cnk Ct\'LL Checked By: mpd fi..QO Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Slake Average As-Received Boring Sample Depth, Visual Durability Water Water Description of ID ID ft Description Index, Temperature, Content, Fragments
% oc %
MP-115 L3-23 60.7-62.0 NA 99.2 20 0. 2 Type !/Type II 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 sma ll fragments Type III - Retained material Is exclusively sma ll fragments Before Test: After Test: Note: (1) Deviation approved by Bechtel: Weigh drum contents without drum. Test Equipment: Equipment Name ID Calibration/Verification Due Slake Durability Device: 751-03-063 1/20/2015 Oven: B22ER*00106 3/16/ 2014 Balance: 1560518 11/13/2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-8 of 13 Page 7 of 12
Client: AM EC E&l, Inc. Project Name: Clinch River SMR Proj ect Project Location: Oak Ridge, TN GT X ~t: 301001 EXPRESS Test Date: 1/20/2014- 1/24/2014 Tested By: cnk Cnt.. Checked By: mpd ~Q~ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Slake Averag e As-Received Boring Sa mple Depth, Visual Durability Water Water Description of ID ID ft Description Index, Temperature, Content, Fragments
% oc 0
/o MP- 118 L3- 28 62 .0* 63.3 NA 92.8 20 1.2 Type II Comments: Description of th e appearance of the fragments retained In the drum :
Type I - Reta ined pieces remain virtually unchanged Type II - Retained matli!rials consist of large and sma ll 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 Calibration/Verification Due Slake Durability Device : 751 *03-063 1/20/2015 Oven: B22ER-00106 3/1 6/ 2014 Balance: 1560518 11/13/2014 Thermometer: 293630 ll/6/ 2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-9 of 13 Page 8 of 12
Client: AM EC E&I, I nc. Project Name : Clinch River SMR Project Project Location : Oak Ridg e, TN GTX #: 301 00 1 E X P R E S S Test Date : 1/2q/ 2014- 1/24/2014 Tested By: cn k O,nt... Checked Ely : mpd M.Oc.\ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (l) Slake Averag e As-Received Boring Sa mple Depth, Vi sua l Durability Water Water Description of ID ID ft Description Index, Temperature, Content, Fragments
% oc %
MP-207 L3 -41 157.1- 157.6 NA 94.4 20 1.8 Type II Comments: Description of th e appearance of th e fragments retain ed in the drum: Type I - Retained pieces remain virtually unchang ed Type II - Retained materials consist of large and small fragments Type III - Reta ined 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 Calibration/Verification Due Slake Durability Device : 751-03-063 1/ 20/ 2015 Oven: 622ER-00106 3/16/2014 Balance: 1560518 11/1 3/ 2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-10 of 13 Page 9 of 12
Client : AMEC E&I, Inc. Project Name: Clinch River SMR Project Project Location: Oak Ridge, N GTX #: 301001 EXP RES S Test Date: 1/20/2014- 1/24/2014 Tested By: cnk C-f\1£:.. Checked By: mpd MOIJ.. Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 Cl )
~ ~
Slake Average As -Received Boring Sample Depth, Visual Durabi lity Water Water Description ID ID ft Description Index, Temperature, Content, of Fragments
% oc %
MP-214 L3 -42 80.5- 81.3 NA 96.9 20 0.6 Type II 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 Calibratio n/Verification Due Slake Durability Device: 751 063 1/ 20/ 2015 Oven : B22ER-00106 3/16/201 4 Balance: 1560518 11/13/2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-11 of 13 Page 10 of 12
Client: AMEC E&I, Inc. Project Name: Clinch River SMR Project G Project Location: GTX # : Oak Ridg e, TN 30100 1 X P R E S S Test Date: 1/20/2014- 1/24/2014 Tested By: cnk (U ~ Checked By: mpd ~~~ Slake Durability of Shales and Similar Weak Rocks by ASTM 04644 (i) Slake Average As-Received Boring Sample Depth, Visual Durability Water Water Description ID ID ft Description Index, Temperature, Content, of Fragments
% oc %
MP- 217 L3-44 74 .2-75 .3 NA 98.4 20 0.7 Type II Comments: Description of the appearance of the fragments retained in the drum : Type I - Retained pieces remain virtually unchanged Type II - Retained materials cons ist of large and sma ll 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 Ca libration/Verification Due Slake Durability Device: 751-03-063 1/20/2015 Oven : B22ER-00106 3/16/2014 Balance: 1560518 11/13/2014 Thermometer: 293630 11/6/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-12 of 13 Page 11 of 12
Client: AMEC E&I, Inc. Project Nam e: Clinch River SMR Project Project Loca tion: Oak Rid ge, TN GTX #: 301001 Test Date: 1/7/2014 Tested By: cnk Cf\L Checked By: mpd '"'pj Unit Weight & Specific Gravity of Rock ISRM Method 2 {l) Bulk Unit Boring Sample Depth, Weight, Bulk ID 10 ft. pcf Specific Gravity MP- 103 L3-2 130.65- 131.05 168 2.69 MP-1 05 L3 -6 127.40- 127.65 168 2.69 MP-1 05 L3-8 161.70-162.10 168 2.69 MP-106 L3-12 127.80-128.20 169 2.71 MP-107 L3
- 14 139.60-140.00 168 2.70 MP- 115 L3- 23 61 .20-61.80 168 2.70 MP- 118 L3-28 62 .8- 63 .2 167 2.68 MP- 2.07 L3-41 157.15- 157.55 167 2.68 MP-21 4 L3-4 2 80.85-81 .25 167 2.68 MP- 217 L3-44 74 .30-74.70 168 2.69 Notes: (1) Deviations approved by Bechtel as listed below Results are based on one sa~oV
- cut test specimen .
Specimen mass determine on the saw cut sample in an air-dried condition . Bulk unit weight obtained by digital caliper measurement. Bulk Specific Gravity was calculated from the specimen unit Vv'elght and the unit weight of water. Test Equipment: Equipment Name ID Calibration/Verification Due Oven: B22ER-00106 3/16/2014 Balance: 15606518 11/13/2.014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1211.0 Page G.5-13 of 13 Page 12 of 12}}