ML19030B023

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 31-47
ML19030B023
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: ML19030B023 (17)
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Text

Client: AMEC E&I, Inc.

Project Name: Clinch River Project Project Location : Oak Ridge, TN E X P R E S S GTX #: 301001 Start Date: 2/25/2014 End Date : 2/28/2014 Tested By : jsc  :)S(..-

Checked By: mpd -.eJ..

Boring ID: MP-201 Sample ID: LS-12 Depth, ft: 53.62-53.85 Sample

Description:

NA After test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-31 of 47 Page 29 of 45

Client: AMEC E & l Project Name: Clinch River Project Project Location: Oak Ridge, TN GTX #: 301001 Test Date: 02/28/14 Tested By: jsc :r.sc..

Checked By: m!Jd ~~J.

Boring ID: MP-201 Sample ID: LS- 12 Depth ft: 53.62-53.85 Joint Roughness Profiles by ASTM 05607-08 Direct Shear Failu re Shear Surface Normal Load: 115 psi Top: ~~* , ,- .... ,_,.,. .... .. , ,

/ \I

(. ... , II"*.,J*I

~ ..... ......_..,. ... ,"! .

Bottom: I'

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f r-** -\

[, '

\

,,,.,,t***'r:* \

~~ ***~*--*-- -* ~~"!J . "':'~! ........ . ~ --~..,,.

Joint Roughn ess Coefficie~Jt: 14- 16 -

Surface Roughness measured in the direction of shear displacement. Joint Roughness Coefficient Note:

based on ASTM 05607 Figure 4.

ttl 20 13 by GeoTestlng Express, Inc. Form GTX301001 05607 JRP rev 0 Form Approved for use on Clinch River SMR Project by J. A Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-32 of 47 Page 30 of 45

Cli ent : AM EC E&I , Inc.

Project Name: Clinch River Project Project Location : Oak Ridge, TN EX s GTX #: 301001 Start Date : 212812014 End Date: 31312014 Tested By: jsc 'T(v C!1er.:ked By : mpd Y'o'\()~

Boring ID: MP- 201 Sample ID : LS-13 Depth, ft: 73 .35- 73 .65 Samole Descrlotlon : NA Direct Shear Test of Rock by ASTM 05607-08 Ci)

Test Profile 1 Setup Top to bottom : steel plate 1 Rock Core Sample 1 steel plate Sample Preparation : S<!rnple core cut to length using diamond ti pped saw blade . Specimen coated with polyurethane spray. 'Hyd ro-Stone Super X' encapsulating compo und was used to mount th e specimen into the specimen holding ring .

lest Equipment: Load ce lls and LVDTs co nnected to data acquisition system for shear force, normal load and horizontal displacement readings.

Test Cond ition : Tested at as- received moisture and density .

Horlzont<~l Displ<~ce m ent, inlrnin ; 0.005 Parameter Point 1 Point :l Point 3 Point 4 PQint 5 Specimen Diam eter, Inches 2.40 NA NA NA NA Specimen Length Inches 2.86 NA NA NA NA Specimen Area, ln 2 4.51 NA NA NA NA Specimen Weight grams 569 NA NA NA NA Bulk Density of Specimen pcf (2) 168 NA NA NA NA Shear Plane Area, ln 2 5.21 NA NA NA NA Normal Compressive Stress J>SI 115 NA NA NA NA Peak S h e<~r Stress pSI 105 NA NA NA NA Post-Peak Shear Stress psi 79 NA NA NA NA Peak Friction Angle: !II A degrees Peak Cohesion: NA psi Post Peak Friction Angle: NA degrees Post Peak Cohesi on: NA psi Equipment: Serial #: Date Next:

Ba lance: 15606518 1111 312014 Ca liper : 09047598 111612014 lOk Horizontal Load Cell : 473831A 117120 15 SOk Horizontal Load Cell: 236439 11/ 13/ 2014 SOk Vertica l Load Cell: 253300 11/13/2014 10k Vertical Load Cell: 99440A 11912015 Horizontal LVDT: 103998 12/12/20 14 Vertical LVDT: DSRLVDT- 1 12/1212014 Vertical LVDT: DSRLVDT-2 1211212014 Vertical LVDT: DSRLVDI-3 12/12120 14 Vertical LVDT: DSRLVDT-4 12/ 12/2014 Notes :

(1) Deviation approved by Bechtel: Test specim ens coated with polyurethan e spray (2) Specimen volume is determined with three digital caliper measurements of length and diameter. Due to the Irregula r shape of the specimen, the calculated volume and bulk density values may not represent actua l values for th e specimen.

Vertica l LVDT 3, located behind the specimen, did not re cord data during the test.

JRC Point 1: 16-18 Actual strength parameters may vary and should be determined by an engineer for site-specific co nditions.

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-33 of 47 Page 31 of 45

Cl ient: AMEC E&I, Inc.

Ge ~ Project Name:

Project Location:

Clinch River Project Oak Ridge, TN f XP 1: ss GTX #: 30100 1 Start Date: 2/28/2014 End Date : 3/3/2014 Tested By: jsc j"'tt:.~

Checked By: mpd WI.

Bo ring I D: MP-201 Sa mple I D: L5*13 Depth, ft: 73.35 -73.65 Sample

Description:

NA Direct Shear Test of Rock by ASTM 05607-08 Shear Str!;lss vs. Sl:!ear Displ acement Shear Stress vs. Normal Stress 200 I - - nSpsl I

200 I I I I I I I I I

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II I 150 .

f I I t I I ---------~----------*---------~---------

'& ' Pe~k I I I I I I I I I I I I I I I I I I I I I I

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I I I I I I I I I I I I I I I I I I I I I I I I I I

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I I I I I I I I I I 0 0 0.00 0.05 0.10 0.15 0.20 0. 25 0.30 0.35 0 50 100 150 200 Shear Displacement, inches Normal Stress, psi

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~ -0.075000

  • 0.100000 0 0. 05 0.1 0.15 0.2 0.25 0.3 0.35 Shear Displacement, Inches Equipment: Seria l #: Date Next :

Balance: 15606518 11/13/2014 Caliper ; 09047598 l l/6/2014 lOk Horizontal Load Cell : 473831A 1/7/201 5 50k Horizontal Load Cell : 236439 11/ 13/ 2014 SOk Vertica l Load Cell : 253300 11/13/ 2014 10k Vertica l Load Cell: 99440A 1/9/ 201 5 Horizontal LVDT : 103998 12/ 12/ 2014 Vertical LVDT : DSRLVDT-1 12/ 12/ 2014 Vertical LVDT: DSRLVDT* 2 12/1 2/2014 Vertica l LVDT : D5RLVDT*3 12/12/ 2014 Vertical LVDT: DSRLVDT-4 12/12/ 2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-34 of 47 Page 32 of 45

Client: AMEC E&I, Inc.

Project Name: Clinch River Project Project Location : Oak Ridge, TN E X P R E S S GTX #: 301001 Start Date: 2/ 28/ 2014 End Date : 3/3/ 2014 Tested By : jsc --!'$(...

Checked B}' : mj)d """9a Boring ID: MP-201 Sample ID: LS - 13 Depth , ft: 73 .35- 73.65 Sample Description : NA Before test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-35 of 47 Page 33 of 45

Client: AMEC E&I, Inc.

Project Name : Clinch River Project Project Location : Oak Ridge, TN EXPRESS GTX #: 301 001 Start Date : 2/28/2014 End Date: 3/3/2014 Tested By : jsc :rsc..-

Checked By: mpd M9cl..

Boring ID : MP- 201 Sample ID : LS- 13 Depth, ft : 73.35-73.65 Sample Description : NA After test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-36 of 47 Page 34 of 45

Client: AMEC E & I Project Name: Clinch River Project Project Location: Oak Ridge, TN E l< fl 11 E S S GTX# : 301001 Test Date : 03/03/14 Tested By: jsc -:)S'"'

Checked By: mpd t" pJ..

Boring ID: MP-201 Sample 10: LS-13 Depth ft: 73.35-73.65 Joint Roughness Profiles by ASTM 05607-08 Direct Shear Failu re Shear Surface Normal Load: 115 psi Top:

~-----** - ---*1*. '(,

Bottom : I .... _ ~* .. ---.. .,._ .

r--- ~r , ~ \.

Joint Roughness Coefficient: 16- 18 Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient Note:

based on ASTM 05607 Figure 4.

© 2013 by GeoTestlng Express, Inc. Form GTX301001 05607 JRP rev 0 Form Approved for use on Clinch River SMR Project by J. A. Tice, Technical lead Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-37 of 47 Page 35 of 45

Client: AMEC E&l, Inc .

G Project Name :

Project Locatlor'l :

Clinch River Project Oak Ridge, TN E PRESS GTX#: 301001 Start Date: 3/6/2014 End Date : 3/10/2014 Tested By: jsc -!:. '--

Checked By: mod ~wlA Boring JD: MP-201 Sample !D: LS-14 Depth, ft: 114.15-114.37 Sample

Description:

NA Sliding Friction Test of Rock by ASTM 05607 -08 Ci)

Test Profile I Setup Top to bottom: steel plate I Rock Core Sample I steel plate Sample Preperatlon: Sample core cut to length using diamond tipp ed saw blad e. Specimen coated with polyurethane spray. 'Hydro-Stone super X' encapsulating compound was used to mount the specimen Into the specimen holding ring.

Test Equipment: Load cells and LVDTs connected to data acquisition system for shear force, normal load and horizontal displacement readings.

Test Condition: Tested at as-received moisture and density.

Horizonta l Displacement, In/min : 0.005 Par<~meter Po int 1 Point 2 Point 3 Point 4 Point 5 Soeclmen Diameter Inches 2.39 2.39 2.39 --- ---

Soeclmen Lenath Inches 2.25 2.25 2.25 --- ---

Specimen Area, ln 2 4.49 4.49 4.49 --- ---

Specimen Weight grams 420 420 420 --- ---

Bulk Density of Specimen pcf 158 158 158 --- ---

S11ear Pla ne Area, ln 2 5.41 5.41 5.41 --- ---

Normal Compressive Stress, psi 100 150 200 --- ---

Peak Shear Stress psi 75 102 l31 --- ---

Post- Peak Shear Stress psi 68 92 121 --- ---

Peak Fri cti on An g le: 2 9 .1 degrees Peak Coh esio n: 19.3 psi Post Pea k Fricti on A ngl e: 27.9 degrees Post Peak Cohesion: 14.2 psi Equipment: Serial #: Date Next:

Balance: 15606518 11/13/2014*

Caliper: 09047598 11/6/2014 lOk Horl;wnta l load Cell : 473831 A 1/7/2015 SOk Horizontal Load Cell : 236439 11/13/2014 SOk Vertical Load Cell; 253300 11/13/2014 10k Vertical Load Cell: 99440A 1/9/2015 Hor12ontal LVDT: 103998 12/12/ 2014 Vertica l LVDT: DSRLVDT* 1 12/12/ 2014 Vertica l LVDT: DSRLVDT- 2. 12/12/2014 Vertica l LVDT: DSRLVDT-3 12/12/ 2014 Vertica l LVDT: DSRLVDT-4 12/12/ 2014 Notes:

(1) Deviation approved by Bechtel: Test specimens coated with polyurethane spray I nitial JRC: 2-4 After Point 1 JRC: 2*4 After Point 2 JRC: 4-6 Fina l JRC: 8-10 Actua l strength parameters may vary and should be determined by an engineer for site-specific conditions.

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-38 of 47 Page 36 of 45

Client: AMEC E&I , Inc.

Proj ect Name: Clinch Ri ver Project Project Location: Oa k Ridge, TN E X R E S GTX #: 301001 Start Date : 3/6/ 2014 End Date: 3/:1.0/2014 Test ed By : jsc -:)SL--

Checked By : mpd Mi>cl Boring IO: MP-201 Sample ID : L5*14 Depth, ft : 114.15* 114.37 Sample

Description:

NA Sliding Friction Test of Rock by ASTM 05607-08 Shear Stress vs. Shear Dlsplacemen.t Shear stress vs. Normal stress I - - 100 p5l - - ~00 P51 - - 400 psi 400 400 r-----~------~------~----~

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Balance: 15606518 11/13/2014 caliper: 09047598 11/ 6/2014 lOk Horizontal Load Cell : 473831A 1/7/2015 SOk Horizontal Load Cel l: 236439 11/13/ 2014 SOk Vertica l Load Cell : 253300 11/13/2014 lOk Vertical Load Cell : 99440A 1/9/2015 Horizontal LVDT: 103998 12/12/2014 Vertical LVOT : DSRLVDT-1 12/12/2014 Vertical LVDT : DSRLVDT- 2 12/12/2014 Vertical LVDT: DSRLVDT-3 12/12/2014 Verti cal LVDT : DSRLVDT-4 12/ 12/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-39 of 47 Page 37 of 45

Client: AMEC E&I, Inc.

G~g Project Name:

Project Location:

Clinch River Project Oak Ridge, N E X P R E S S GTX #: 301 00 1 Start Date: 3/6/ 2014 End Date:

Tested By :

Checked By :

3/10/2014 jsc -!'S mpd tM~*

J Boring ID: MP-201 Sample ID: LS-14 Depth, ft : 114.15- 114.3 7 Sample Description : NA Before test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.340 of 47 Page 38 of 45

Client: AMEC E&I, Inc.

G eo14 ting

~ Project Name: Clinch River Project Project Location: Oak Ridge, TN E X P R E S S GTX #: 301001 Start Date: 3/6/2014 End Date :

Tested By:

Checked B.<t:

3/10/2014 jsc -s'}

rned ~fj J

Boring ID : MP-201 Sample ID: L5* 14 Depth, ft: 114.15*114.37 Sample Description : NA After test

~ ............ -: .

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-41 of 47 Page 39 of 45

Client: AMEC E&I, Inc.

G~

Project Name: Clinch River Project Project Location: Oak Ridge, TN E X P R E S S GTX #: 301001 Test Date : 3/10/2014 Tested By:

Checked By: ~

Boring ID: MP*201 Sample JD : L5* 14 Deoth ft: 114.15-114.37 -

Joint Roughness Profiles by ASTM 05607 Sliding Friction Initial Shear Surface c) I. ,

(-*P* luf~\ . ~

~ ---- *- I

\

Joint Roughness Coefficient: 2* 4 Sliding Friction Failure Shear Surface Normal Load : ioo psi L

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l ' ..... _...._..... - .~ . . ___...a-.~.,__--...._..,

r Joint Roughness Coefficient: 2-4 l

Sliding Friction Failure Shear Surface Normal Load : 150 psi lr-~-----------------~

Joint Roughness Coefficient: 4-6 Sliding Friction Failure Shear Surface Normal Load: 200 psi r--- - ---- ... ~

...__)

f-Joint Roughness Coefficient: 8-10 Note: Surface Roughness measured In the direction of shear displacement Joint Roughness Coefficient based on ASTM 05607 Figure 4.

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-42 of 47 Page 40 of 45

Client : AM EC E&I, Inc.

G Project Name:

Project Location :

Clinch River Project Oa k Ri dge, TN EX E S 5 GTX #: 30100 1 Sta rt Date : 2/ 28/ 201 4 End Date : 3/3/ 2014 Tested By : j sc ~;p (....

Checked By: mod ""'f'*'

Boring ID : MP-201 Sample ID : L5-15 Depth, ft : 148.80- 149.05 Sample Description : NA Direct Shear Test of Rock by ASTM 05607-08 (i)

Test Profi le I Setup Top to bottom : steel plate I Rock Core Sample I steel plate Sample Preparation: Sample core cut to length using diamond tipped saw blade. Specimen coated with polyurethane spray. 'Hydro-Stone Super X' encapsulating compound was used to mount the specimen Into the specimen holding ring .

Test Equipment : Load cells and LVDTs connected to data acquisition system for shear fo rce, normal load and horizontal displacement readings.

Test Condition: Tested at as- received moisture and density .

Horizontal Displacement, In/min ; 0.005 Parameter Point 1 Point 2 Point 3 Point 4 Points Specimen Diameter Inches 2.40 NA NA NA NA Specimen Length, Inches 3.10 NA NA NA NA Specimen Area, in 2 4.52 NA NA NA NA Specimen Weight, grams 615 NA NA NA NA Bulk Density of Specimen pcf 167 NA NA NA NA Shear Plane Area, 1n 2 5.22 NA NA NA NA Normal Compressive Stress, psi 120 NA NA NA NA Peak Shear Stress psi 228 NA NA NA NA Post- Peak Shear Stress osl 96 NA NA NA NA Peak Friction Angle: NA degrees Peak Cohesion: NA psi Post Peak Friction Angle: NA degrees Post Peak Cohesion: NA psi Equipment: Serial# : Date Next :

Balance: 15606518 11/13/2014 Caliper: 09047598 ll/6/2014 lOk Horizontal Load Cell : 473831A 1/7/2015 50k Horizontal Load Cell : 236439 11/13/2014 SOk Vertica l Load Cell: 253300 11/13/2014 lOk Vertical Load Cell: 99440A l/9/2015 Horizontal LVDT: 103998 12/12/2014 Vertical LVDT: DSRLVDT- l 12/12/2014 Vertical LVDT: DSRLVDT* 2 12/12/2014 Vertical LVOT : DSRLVDT-3 12/12/2014 Vertical LVDT: DSRLVDT*4 12/12/2014 Notes:

(1) Deviation approved by Bechtel: Test specimens coated with polyurethane spray JRC Point 1: 6*8 Actual strength parameters may vary and should be determined by an engineer for site-specific conditions .

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.343 of 47 Page 41 of 45

Client: AM EC E&I , Inc.

Project Name : Clinch River Project Project Location : Oak Ridge, TN EX RESS GTX #: 301001 Start Date: 2/28/2014 End Date: 3/3/ 2014 Tested By: jsc "'fJ'-'

Checked Bv : mpd >M\)J.

Boring ID : MP-201 Sample ID: L5-15 Depth, ft: 148.80-149.05 Sample Description : NA Direct Shear Test of Rock by ASTM 05607 -08 Shear StresS vs. Shear Ojsplacement Shear Stress ys. Normal Stress 1 - - 120psl 1 400 .,..........=::::;::==;==::::::r==y;:::::;;=-...,

I I I I 400 ~------r-------~----~------~

I I I I I I I I I I

i i I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I Joo -------~-------r-------r-------r*------

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0.00 0.05 0.10 0.15 0.20 0 .2.5 0 100 200 300 400 Shear Displacement, In ches Normal Stress, psi Normal Djso!acement vs. Horjzontal Djsolacgment 0.100000

n 0.075000

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-0.100000 0 o.os 0 .1 0.15 0 .2 0.25 Shear Displacement, In ches Equi pment: Serial #: Date Next:

Ba lance: 15606518 11/13/2014 Caliper: 09047598 11/6/2014 lOk Horizontal Load Cell : 473831A l/7/2015 50k Horizontal Load Cell: 236439 11/13/2014 50k Vertical Load Cell: 253300 11/13/2014 lOk Vertica l Load Cell : 99440A l/9/Z015 Horizontal LVDT: 103998 12/12/2014 Vertical LVDT: DSRLVDT-1 12/12/2014 Vertical LVDT: DSRLVDT-2 12/1 2/2014 Vertical LVDT : DSRLVDT- 3 12/12/2014 Vertical LVDT : DSRLVDT-4 12/12/2014 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-44 of 47 Page 42 of 45

Client: AMEC E&l, Inc.

Geo esting Project Name :

Project Location :

Clinch River Project Oak Ridge, TN EXPRESS GTX #: 301001 Start Date: 2/28/2014 End Oate: 3/3/2014 Tested By: jsc -s~{,.-

Checked By: mpd V'o\.~c}..

Boring ID: MP-201 Sample ID: LS-15 Depth, ft: 148.60* 149.05 Sample Description : NA Before test Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-45 of 47 Page 43 of 45

Client: AIVIEC E&l, Inc.

Project Name : Clinch River Project Project Location: Oak Ridg e, TN EXP RES S GTX #: 301001 Start Date : 2/28/2014 End Pate: 3/3/2014 Test ed By: jsc '5} (.,

Checked By: mpd MP.\.

Boring ID: MP* 201 Sample ID: L5* 15 Depth, ft : 148.80* 149 .05 Sample Description : NA After test

- .... *:.(I ............ :' ..

Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-46 of 47 Page 44 of 45

Client: AMEC E & I Project Name: Clinch River Project Project Location: Oak Ridge, TN rliP fl FSS GTX #: 301001 Test Date: 03/03/14 I Tested By: jsc j"$C..

Checked Bv; rnRd vv..pck Boring lD: MP-201 Sample ID : LS-15 Depth ft: 148.80-149.05 Joint Roughness Profiles by ASTM 05607-08 Direct Shear Failure Shear Surface Normal Load: 120 psi Top:

~ ~***---~- ..

Bottom: __ ,u..,::.....w *h.....,., ____.. ~ MII~<J .O~ ,.~._. .._... ....,

___.,.....--*~

(-- I \1 Joint Roughness Coefficient: 6-8 Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient Note :

based on ASTM 05607 Fig*Jre 4.

~ 2013 by GeoTesting Express, Inc. Form GTX301001 05607 JRP rev 0 Form Approved for use on Clinch River SMR Project by J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-1285.0 Page G.3-47 of 47 Page 45 of 45

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