Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix G.3 Direct Shear Test Results Part 03 Pages G.3-31 Thru G.3-47
	ML18003B037
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: ML18003B037 (17)
	v • d • e

Client:

Project Name:

Project Location :

E X P R E S S GTX #:

Start Date:

End Date:

Tested By:

Checked By:

Boring ID:

Sample ID:

Depth, ft:

Sample

Description:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-31 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/25/2014 2/28/2014 jsc

)S(..-

mpd -.eJ..

MP-201 LS-12 53.62-53.85 NA After test RCN: CRP-1285.0 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 Failure Shear Surface Normal Load:

115 psi Top:

~~*

/

\\

(.

I

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

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

\\"'* I" f

r-**

-\\

Bottom:

I '

[

\\

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

\\

~~ ** *~*--*--

~~"!J.

"':'~!

......... ~ --~..,,.

Joint Roughness Coefficie~Jt:

14-16 Note: Surface Roughness measured in the direction of shear displacement. Joint Roughness Coefficient based on ASTM 05607 Figure 4.

ttl 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 Page G.3-32 of 47 RCN: CRP-1285.0 Page 30 of 45

Client:

AM EC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E X 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:

Sample Preparation :

lest Equipment:

Test Condition :

Horlzont<~l Displ<~ce m ent, inlrnin ;

Parameter Specimen Diameter, Inches Specimen Length Inches Specimen Area, ln 2 Specimen Weight grams Bulk Density of Specimen pcf (2)

Shear Plane Area, ln 2 Normal Compressive Stress J>SI Peak S h e<~r Stress pSI Post-Peak Shear Stress psi Peak Friction Angle:

Peak Cohesion:

Post Peak Friction Angle:

Post Peak Cohesion:

Equipment:

Balance:

Caliper:

lOk Horizontal Load Cell :

SOk Horizontal Load Cell:

SOk Vertica l Load Cell:

10k Vertical Load Cell:

Horizontal LVDT:

Vertical LVDT:

Notes:

steel plate 1 Rock Core Sample 1 steel plate S<!rnple 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.

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

Tested at as-received moisture and density.

0.005 Point 1 Point :l Point 3 Point 4 PQint 5 2.40 NA NA NA NA 2.86 NA NA NA NA 4.51 NA NA NA NA 569 NA NA NA NA 168 NA NA NA NA 5.21 NA NA NA NA 115 NA NA NA NA 105 NA NA NA NA 79 NA NA NA NA

!II A degrees NA psi NA degrees NA psi Serial #:

Date Next:

15606518 1111312014 09047598 111612014 473831A 11712015 236439 11/ 13/ 2014 253300 11/13/2014 99440A 11912015 103998 12/12/20 14 DSRLVDT-1 12/1212014 DSRLVDT-2 1211212014 DSRLVDI-3 12/1212014 DSRLVDT-4 12/ 12/2014 (1) Deviation approved by Bechtel: Test specimens coated with polyurethane spray (2) Specimen volume is determined with three digital caliper measurements of length and diameter. Due to the Irregular shape of the specimen, the calculated volume and bulk density values may not represent actual values for the specimen.

Vertical LVDT 3, located behind the specimen, did not record data during the test.

JRC Point 1:

16-18 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 Page G.3-33 of 47 RCN: CRP-1285.0 Page 31 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN Ge ~

f X P 1: s s GTX #:

301001 Start Date:

2/28/2014 End Date:

3/3/2014 Tested By:

jsc j"'tt:.~

Checked By:

mpd WI.

Boring ID:

MP-201 Sample ID:

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 Displacement Shear Stress vs. Normal Stress I

-- nSpsl I

200 200 I

I I

I l

I I

I 150.

~

150.

I I

I

~~ ----4~--- - * - - -- -~- - --~-- - - -~ - - - - -

~----------*---------~---------

f I

I t

I I

I I Pe~k I I

I I

I

u; I

I I

I

(:1, I

I

~

I I

1----------~--~------~---------

100 - ----;----

-- - --*-----~-- - -~-----4---- -

~ 100 Vl I

I I

];

I I

~

I I

I

":'Y" I

I

I I

I (fl I

I

-=

I I

l I

~

I I

I (fl I

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~----------}--i Post-~eak ~-----

I I

Qj 50 I

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.r:.

50.

- ---- ~ ----- r ---- -r -- - -~-----, -----

(fl I

I I

l I

I I

0 I

I I

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

~2tmi! l l:'! i~12li! !O~m ~ot v~, H2ri.::2DtDII2i:iRID!:!llm!llnt

0. 100000

"' "' 0.075000 -

-5

_s; 0.050000 0::

0.025000 Q)

E., 0.000000 - -

i5.

i5 *0.025000

§ -0.050000

~ -0.075000

0.100000 0

0.05 0.1 0.15 0.2 Shear Displacement, Inches 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 Vertical Load Cell :

253300 11/13/ 2014 10k Vertical Load Cell:

99440A 1/9/ 2015 Horizontal LVDT:

103998 12/ 12/ 2014 Vertical LVDT:

DSRLVDT-1 12/ 12/ 2014 Vertical LVDT:

DSRLVDT*2 12/12/2014 Vertical LVDT:

D5RLVDT*3 12/12/ 2014 Vertical LVDT:

DSRLVDT-4 12/12/ 2014 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-34 of 47 0.25 0.3 0.35 RCN: CRP-1285.0 Page 32 of 45

Client:

Project Name:

Project Location:

E X P R E S S GTX #:

Start Date:

End Date:

Tested By:

Checked B}':

Boring ID:

Sample ID:

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-35 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/ 28/ 2014 3/3/ 2014 jsc

--!'$(...

mj)d """9a MP-201 LS-13 73.35-73.65 NA Before test RCN: CRP-1285.0 Page 33 of 45

Client:

Project Name:

Project Location :

EXPRESS GTX #:

Start Date:

End Date:

Tested By:

Checked By:

Boring ID:

Sample ID :

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-36 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 2/28/2014 3/3/2014 jsc :rsc..-

mpd M9cl..

MP-201 LS-13 73.35-73.65 NA After test RCN: CRP-1285.0 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 Failure Shear Surface Normal Load:

115 psi Top:

~-----** - ---*1*

'(,

Bottom:

I

~*.. ---...,._.

r--- ~r

~ \\.

Joint Roughness Coefficient:

16-18 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient based on ASTM 05607 Figure 4.

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 Page G.3-37 of 47 RCN: CRP-1285.0 Page 35 of 45

Client:

AMEC E&l, Inc.

G Project Name:

Clinch River Project Project Locatlor'l :

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 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 force, normal load and horizontal displacement readings.

Test Condition:

Tested at as-received moisture and density.

Horizontal Displacement, In/min :

0.005 Par<~meter Point 1 Point 2 Soeclmen Diameter Inches 2.39 2.39 Soeclmen Lenath Inches 2.25 2.25 Specimen Area, ln2 4.49 4.49 Specimen Weight grams 420 420 Bulk Density of Specimen pcf 158 158 S11ear Plane Area, ln2 5.41 5.41 Normal Compressive Stress, psi 100 150 Peak Shear Stress psi 75 102 Post-Peak Shear Stress psi 68 92 Peak Friction Angle:

29.1 degrees Peak Cohesion:

19.3 psi Post Peak Friction Angle:

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;wntal load Cell :

473831A 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 Vertical LVDT:

DSRLVDT*1 12/12/ 2014 Vertical LVDT:

DSRLVDT-2. 12/12/2014 Vertical LVDT:

DSRLVDT-3 12/12/ 2014 Vertical 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 Final JRC:

8-10 Point 3 Point 4 2.39 2.25 4.49 420 158 5.41 200 l31 121 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 Page G.3-38 of 47 Point 5 RCN: CRP-1285.0 Page 36 of 45

Client:

AMEC E&I, Inc.

Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E X R E S

GTX #:

301001 Start Date:

3/6/ 2014 End Date:

3/:1.0/2014 Tested 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

'iii c:o.

~

li!

L..

Q)

,t;,

U\\

Shear Stress vs. Shear Dlsplacemen.t I -- 100 p5l -- ~00 P51 -- 400 psi 400 300 200 100 I

I I

_____ J ______ l ______ t _____ J_ _____ J _____ _

i I

I I

I

1------t------r-----~-----1------

~

i I

r I

I I

I 0 ~~£_~--+-~~-+--~

o.oo 0.05 0.10 0.15 0.20 0.25 0.30 Shear Displacement, inches

'iii

c.

Shear stress vs. Normal stress 400 r-----~------~------~----~

I I

300. - - --- - - - ----- --- -t---------~---- - ----

1 I

I I

I Iff 200 ----------j----------t---------7---------

~

I I

U\\

I I

I 100

--r---------~---------

1 P~st-Peak I

~

I I

0+--------+-------+------+-----~

0 100 200 300 400 Norma I Stress, psi Normal Displacement vs. Shear Displacement 0.100000.--------..,....------.....,..--------,,...--------.--------r--------.

iG 0.075000 l-------+-------1--------~1-------1-----+----1

'5

.5 0.050000 1-----+-----+-----lf-----+-----+----

- 1

.J

ij o.ozsooo E

~ 0.000000 r::~~~~~~~r-~~=~===~~~~~~~~=

1 Q.

~ -0.025000

~ -0.050000 0 z -0.075000

-0.100000 0

o.os

0. 1 0.15 Shear Displacement, inches Equipment:

Serial # :

Date Next:

Balance:

15606518 11/13/2014 caliper:

09047598 11/ 6/2014 lOk Horizontal Load Cell :

473831A 1/7/2015 SOk Horizontal Load Cell:

236439 11/13/ 2014 SOk Vertical 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 Vertical LVDT:

DSRLVDT-4 12/ 12/2014 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-39 of 47 0.2 0.25 0.3 RCN: CRP-1285.0 Page 37 of 45

G~g Client:

Project Name:

Project Location:

E X P R E S S GTX #:

Start Date:

End Date:

Tested By:

Checked By:

Boring ID:

Sample ID:

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.340 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, N

301001 3/6/2014 3/10/2014 jsc -!'S J mpd tM~*

MP-201 LS-14 114.15-114.37 NA Before test RCN: CRP-1285.0 Page 38 of 45

G~

eo14 ting E X P R E S S

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

Client:

Project Name:

Project Location:

GTX #:

Start Date:

End Date:

Tested By:

Checked B.<t:

Boring ID :

Sample ID:

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-41 of 47 AMEC E&I, Inc.

Clinch River Project Oak Ridge, TN 301001 3/6/2014 3/10/2014 jsc -s'} J rned ~f j MP-201 L5*14 114.15*114.37 NA After test RCN: CRP-1285.0 Page 39 of 45

G~

Client:

AMEC E&I, Inc.

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

I

~~-

l '

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

r l

Joint Roughness Coefficient:

2-4 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 Page G.3-42 of 47 RCN: CRP-1285.0 Page 40 of 45

Client:

AM EC E&I, Inc.

G Project Name:

Clinch River Project Project Location:

Oak Ridge, TN E X E S 5 GTX #:

301001 Start Date:

2/ 28/ 2014 End Date:

3/3/2014 Tested By:

jsc

~;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 Profile 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 force, 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, in2 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, 1n2 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 Page G.343 of 47 RCN: CRP-1285.0 Page 41 of 45

Client:

AMEC 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 "iii

c.

Shear StresS vs. Shear Ojsplacement 1

--120psl 1

400.,..........=::::;::==;==::::::r==y;:::::;;=-...,

I I

I 1

I I

Joo

~-------r-------r-------r*------

I I

I

~

i i

aJ I

I I

Ql 200 ******t**----

I ---*-t-----**t------*

I I

I 1

I I

I

\\..,..

I I

100 - ~~-~-~-~~-

~~~~--~

r-

~-

1 I

I I

,.... I I

I I

I 0 ~----~--~-----+----~--~

0.00 0.05 0.10 0.15 0.20 0.2.5 Shear Displacement, Inches Shear Stress ys. Normal Stress 400 ~------r-------~----~------~

I I

i i

I I

300

~----------r---------~---------

1 I

I I

l+ I Peak I ~

200 * ---------i*---------F---------~---------

1 I

I I

I 100 * --------+*--i Pos:*Peak 1---+---------

I i

~

i I

I I

0+-------+

~ -------*~----~~------~

0 100 200 300 400 Normal Stress, psi Normal Djso!acement vs. Horjzontal Djsolacgment 0.100000

n 0.075000

.5 o.osoooo

~ 0.025000 E

~ o.oooooo r~-------..L __

c.

r----

3 -0.025000

~ *0.050000

~ -0.075000

-0.100000 0

o.os 0.1 0.15 Shear Displacement, Inches Equipment:

Serial #:

Date Next:

Balance:

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 Vertical Load Cell :

99440A l/9/Z015 Horizontal LVDT:

103998 12/12/2014 Vertical LVDT:

DSRLVDT-1 12/12/2014 Vertical LVDT:

DSRLVDT-2 12/12/2014 Vertical LVDT:

DSRLVDT-3 12/12/2014 Vertical LVDT:

DSRLVDT-4 12/12/2014 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-44 of 47

--*----1 0.2 0.25 RCN: CRP-1285.0 Page 42 of 45

Client:

Project Name:

Project Location :

Geo esting EXPRESS GTX #:

Start Date:

End Oate:

Tested By:

Checked By:

Boring ID:

Sample ID:

Depth, ft:

Sample

Description:

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-45 of 47 AMEC E&l, Inc.

Clinch River Project Oak Ridge, TN 301001 2/28/2014 3/3/2014 jsc

-s~{,.-

mpd V'o\\.~c}..

MP-201 LS-15 148.60*149.05 NA Before test RCN: CRP-1285.0 Page 43 of 45

.... *:.(I Client:

Project Name:

Project Location:

E X P R E S S GTX #:

Start Date:

End Pate:

Tested By:

Checked By:

Boring ID:

Sample ID:

Depth, ft:

Sample Description :

Clinch River Data Report Rev. 4 CRP-1112.16 Page G.3-46 of 47 AIVIEC E&l, Inc.

Clinch River Project Oak Ridge, TN 301001 2/28/2014 3/3/2014 jsc '5} (.,

mpd MP.\\.

MP*201 L5*15 148.80*149.05 NA After test RCN: CRP-1285.0 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 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 Note: Surface Roughness measured In the direction of shear displacement. Joint Roughness Coefficient 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 Page G.3-47 of 47 RCN: CRP-1285.0 Page 45 of 45 I

ML18003B037

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