Soil & aggregate rpt, Argonaut Mine tailings (geotechnical ...SOIL AND AGGREGATE REPORT 1-----, 1...

1fln90&/(t&&~e Transmittal 1956 Webster St Ste 400 Oakland, Cal ifornia 94612

To:

Mr. Tom Fortner

From:

Lyd ia L. Barrow

Subject:

Soil and Aggregate Report Argonaut Mine Tailings

Firm:

Weston Solutions

Total Number Of Pages (Including Transmittal):

+ Phone 510/343-3000 + Fax 510/343-3001 + www. ninyoandmoore.com

10

Deliver By:

email: Thomas.Fortne [email protected]

Date:

October 17, 2014

Project No.:

402277002

• Geotechnical Engineering

• Engineering Geology

• Materials Testing and Inspection

• Construction Management

• Engineering Design

• Environmental Engineering

• Environmental Site Assessments

• Regulatory Compliance and Permitting

• Water Quality and Resource Evaluations

• Hazardous Waste Management

• Soi l and Groundwater Remediation

• Asbestos and Lead-Based Paint Surveys

• Geophysical Studies

• Mineral Resource Evaluations

• Value Engineering

• Forensic Studies

• Expert Wit ness Testimony

• San Diego • Irvine • Los Angeles • Rancho Cucamonga • Oakland • San Francisco • San Jose • Sacramento • Las Vegas • Phoenix • Prescott Valley • Denver • Tucson • El Paso • Houston

SEMS-RM DOCID # 1161113

SOIL AND AGGREGATE REPORT

: JOs-s-TAMP: - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: PROJECT NO.: 402277002 SAMPLE NO.: 2F-1-18.5-B

I I I I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston I ----I CLIENT: Weston Solutions DATE SAMPLED: 09/22/14 I I I

FILE/PLAN NO.: TESTED BY: JMK I I 1 _____________________________________ 1 REVIEWED BY: KG

SAMPLE SOURCE: Argonaut Mine Tailings -----------------------SAMPLE DESCRIPTION:

INTENDED USE:

I TEST TEST PARAMETER

METHOD I RESULT

SPEC RANGE

MIN I MAX COMMENTS

PROCTOR TEST RESULTS

uses CLASS.

WATER CONTENT D 2216 46.6

LIQUID LIMIT D 4318 32% -- --PLASTIC LIMIT D 4318 22%

PLASTICITY INDEX D4318 10%

SPECIFIC GRAVITY l ---~BSORPTION

SAND EQUIVALENT

0 5 10 15 20 25 30

I MOISTURE (PERCENT)

SULFATE CONTENT TEST METHOD: 1:====================================:::1--

GRAIN SIZE ANALYSIS (ASTM D422)

; IEVE ----i PARTICLE I PERCENT SPEC RANGE

J SIZE (mm) PASSING MIN I MAX COMMENTS

mm % Finer j---

I No. 200 0.0750 100 ---- ---0.0254 88 -·--0.0166 82

0.0103 69

0.0079 51

0.0057 45

0.0030 25 I 0.0009 2 I

- -0.0008 2

I

+----

- -- - --·-- --------!--- ---+-----+---~-------

I

MAX PARTICLE SIZE:

PERCENT OVERSIZE:

MAX DRY DENSITY (pct):

OPTIMUM MOISTU~ (_%_)_: - -+-----u

MAX DRY DENSITY* (pct):

OPTIMUM MOISTURE* (%):

*WITH OVERSIZE CORRECTION

GRAIN SIZE ANALYSIS RESULTS

100 ,,,.-,-..---,~ -.---,~~----,,~~-, 90 ~~~--t:__,.~--""·~- ,-I::_:::_.~: _· --t~~

80 :: :: . : :: : · ~ ::: : ; ; : :: :+++++-::: : . \ 1-:_-_:: .• ffi 70 ~-------+·-_;.._. , ... -.. -. --t------t

-u.2 60 ~~.__.·...,·"-~ '"' ' ' ' I"" ' . -i: .:: !;; 50 .. . .. .. 1• ;-.~--;;""'""-.----,------<

w :~ . : :: : :

~ ;~ ----- ·- '"::\ . : :"

20 .... ::::::> ::: ::~\ j:>r-1~ ... .. .. :::::: ::if:.

0.1 0.01 0.001 0.0001 PARTICLE SIZE (mm)

10% FINER DIAMETER (mm):

30% FINER DIAMETER (mm_):----, ____ 11


UNIFORMITY COEFFICIENT:

CURVATURE COEFFICIENT:

- - - ---------+----

---- ---+-----------11-

AGGREP 2F-1-18.5-B.xls


1------------------------------------, 1 JOB STAMP: 1 I I

PROJECT NO.: 402277002 SAMPLE NO.: 2F-1-25.5-B I I I I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston

I I I

CLIENT: Weston Solutions DATE SAMPLED: 09/22/14

FILE/PLAN NO.:

~------------------------------------

SAMPLE SOURCE:

SAMPLE DESCRIPTION:

INTENDED USE:

PARAMETER

uses CLASS.

WATER CONTENT

LIQUID LIMIT

PLASTIC LIMIT

TEST

METHOD

-D 2216

04318 --04318

Argonaut Mine Tailings

TEST SPEC RANGE

RESULT MIN I MAX COMMENTS

---47.6

34%

19% c- 130

04318 15% PLASTICITY INDEX ; --!-- -----+-------;-------- 11 ,_

SPECIFIC GRAVITY 1- 125 11---------+----------+-----t-----+--------II iii

111A_B_S_O_ R_P_T_IO_N ___ -+-----+-----+----+-----t---------,i ~ 120 SAND EQUIVALENT ,_ CLEANNESS VALUE 1----+- ---1----l'-----!----------- ,i 25 115

DURABILITY INDEX--+------~----+--- -1-------;--------II

EXPANSION INDEX ' - - - - --+-------,------+---------11

R-VALUE I pH

RESISTIVITY - -+ CHLORIDE CONTENT

--- r --- -- -- -- -+- -

--r---

-- -TESTED BY: JMK

REVIEWED BY: KG


10 15 20 25 MOISTURE (PERCENT)

SULFATE CONTENT TEST METHOD:

30

GRAIN SIZE ANALYSIS (A_S_T_M_ D_42_2--'-) __________ 11 __ M_A_X_ PA_ RT_I_C_L_E_S_IZ_E_: _ ___ ,_____ _

SIEVE PERCENT SPEC RANGE

COMMENTS PERCENT OVERSIZE: I PARTICLE

SIZE (mm) PASSING MIN I MAX t- mm

---'-- "+-- ------+----+----------ill- M_A_X_ DRY DENSITY (pc-'f)'--: --+------II % Finer

No. 100 0.1500 100

No. 200 0.0750 99

0.0254 88 ---0.0166 83 -0.0103 71

0.0079 60

0.0057 50

0.0030 31 11- - ------ +-------+-----+-----+--~+--- - -----

0.0013 13

0.0009 8

I 0.0008 8 1

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

I--

OPTIMUM MOISTURE(%):





0.1 0 01 0.001 PARTICLE SIZE (mm)

~% FINER DIAMETER (mm):

0.0001

30% FINER DIAMETER (m_m--'-) :_,____ ___ 11

60% FINER DIAMETER (mm) : _,_


CURVATURE COEFFICIENT: l ----- - -1----+-----+------------i ----

-

AGGREP 2F-1 -25 5-8.xls


1------------------------------------, 1 JOB STAMP: 1

I I PROJECT NO.: 402277002 SAMPLE NO.: 2F--2--16--B

I I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston I I CLIENT: Weston Solutions DA TE SAMPLED: 09/23/14

FILE/PLAN NO.: TESTED BY: JMK 1 ____________________________________ _ REVIEWED BY: KG

SAMPLE SOURCE: Argonaut Mine Tai lings ------------------

SAMPLE DESCRIPTION:

INTENDED USE:

PARAMETER

uses CLASS.

WATER CONTENT

LIQUID LIMIT

PLASTIC LIMIT

PLASTICITY INDEX

SPECIFIC GRAVITY

l4.BSORPTION

TEST

I METHOD

D 2216

04318

D4318

D4318

I

I

TEST SPEC RANGE COMMENTS

RESULT MIN MAX

44.7

34%

19%

15%

----

SAND EQUIVALENT

CLEANNESS VALUE - - - -- - -- ----+------+-------~,

DURABILITY INDEX

EXPANSION INDEX

R--VALUE

1-

-~-- -----+-----+------1-- - - -1-------+ pH

RESISTIVITY

CHLORIDE CONTENT

SULFATE CONTENT


SIEVE PARTICLE PERCENT SPEC RANGE

SIZE (mm) PASSING MIN I MAX

---L ~ % Finer

No. 200 0.0750 100

0.0254 93

0.0166 80

0.0103 65 I

·->-0.0079 57 - -e---0.0057 46

0.0030 30

0.0013 9 I --

0.0009 6

0.0008 6 + - -I

I -- l

COMMENTS

- ----


TEST METHOD: ----------l---- 11

MAX PARTICLE SIZE:

PERCENT OVERSIZE:

MAXDRYDE_N_S_IT_Y_(~p_cD~:--+------,, OPTIMUM MOISTURE(%):

MAX DRY DENSITY* (pcD:




0. 1 0.D1 0.001 0.0001 PARTICLE SIZE (mm)

10% FINER DIAMETER (mm) :





---+---------,f,--------- ------1 -----

AGGREP 2F-2-16-8.xls


,------------------------------------, 1 JOB STAMP: 1 PROJECT NO.: 402277002 SAMPLE NO.: 2F-2-27-B

PROJECT NAME: Weston Argonaut SAMPLED BY: Weston


FILE/PLAN NO.: TESTED BY: JMK

'------------------------- -- ---------- REVIEWED BY: KG

SAMPLE SOURCE: Argonaut Mine Tailings SAMPLE DESCRIPTION:

INTENDED USE:

PARAMETER I TEST I TEST I SPEC RANGE COMMENTS

METHOD RESULT MIN MAX

uses CLASS. ----+----+-----1------t--

W ATER CONTENT

LIQUID LIMIT

PLASTIC LIMIT

PLASTICITY INDEX

SPECIFIC GRAVITY

~BSORPTION -----,

SAND EQUIVALENT + CLEANNESS VALUE

DURABILITY INDEX

EXPANSION INDEX

R-VALUE

pH

RESISTIVITY

CHLORIDE CONTENT

D 2216 32.6

04318 19%

D 4318 , 14%

D 4318 5% t---

-·-'-

--+------il-------f----+----;---------11------

SULFATE CONTENT

SIEVE

No.50

No. 100

No. 200


PARTICLE PERCENT I SPEC RANGE

SIZE (mm) PASSING MIN f MAX

mm

0.3000

0.1500

0.0750

0.0254

0.0166

0.0103

0.0079

0.0057

% Finer

100

95

65

30

23

20

18

14 --·-- .... 0.0030 9 - -, +-

--------~--.,----!--------'--

f-----

COMMENTS

TEST METHOD:

MAX PARTICLE SIZE: ------+----11

PERCENT OVERSIZE:

MAX DRY DENSITY (pc/): - , - ---


MAX DRY DENSITY* (pc/):

OPTIMUM MOISTURE*(%) :


GRAIN SIZE ANALYSIS RESULTS ____ , 100 r""'"'~~ --:--1""'"~~-~~---.

90 + !71~~ h/--;-~- ---l 80 Mn++-+--'--11',-+,,~c---c-- f'c-rr+!-'-+--i

11 0 I I II • I I+

ffi 70 :- h--, :.-.. · ,.;...' .;...' _ _, z '' - · ' ii: 60 ·~ · ~ 50 -- : .;.....+-;--- .;.;..;..;. - ;-;-.--;.;;-" ;.;-" -,-;-;-;-.---1 W ' I ' "' I ' "' I

l;1 40 ' , : : : , · , I.:: :('. 30 -' -:-: - :--: +;-'-~ ~

20 ' ' " ' ' ' ' '

10 ~~"---'--""' .. -'-'.~, ~~- ~-::._,· : c::,: ..... -

0 ' "

0.1 0.01 0.001 PARTICLE SIZE (mm)


[ 30% FINER DIAMETER (mm):

_ j 60% FINER DIAMETER (,_m_m_:_)_: -+--1 ___

11 I j UNIFORMITY COEFFICIENT:

________ -- · ._

1

, -------1---=~-·-__ -_r_·_--_--_----------~ -:------ --t1--C- U_R_V_A_T_U_R_E_COEFFICIENT:

1

t- ---- 11

1 AGGREP 2F-2-27-B.xls


,------------------------------------, I JOB STAMP: I

I I PROJECT NO.: 402277002 SAMPLE NO.: 2F-3-15-B - - --

I I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston I I CLIENT: Weston Solutions DATE SAMPLED: 09/24/14

FILE/PLAN NO.:

'-------------------------------------


INTENDED USE:

PARAMETER I TEST TEST

METHOD RESULT

SPEC RANGE

MIN I MAX COMMENTS

uses cLAss. -----WATER CONTENT i. D 2216 6 I

LIQUID LIMIT I PLASTIC LIMIT

CLEANNESS VALUE

DURABILITY INDEX

EXPANSION INDEX

R-VALUE -· ~-1-------- 11

pH

RESISTIVITY - -----+--- --+--- --+-----+-----+----------11

CHLORIDE CONTENT

SULFATE CONTENT

SIEVE

No. 30

No. 50

No. 100

No. 200

AGGREP 2F-3-15-B xis

I

j -j

I

GRAIN SIZE ANALYSIS (ASTM 0422)

PARTICLE PERCENT ! SPEC RANGE COMMENTS

SIZE (mm) PASSING MIN I MAX

mm % Finer - - >-0.6000 100 .... 0.3000 I 99

0.1500 48 -------0.0750 29

0.0254 10 I---

0.0166 8

0.0103 4

0.0079 4

0.0057 2 -

t---- ----

t

- -

I

TESTED BY: JMK

REVIEWED BY: KG


0 5 10 15 20 25 30

MOISTURE (PERCENT)

TEST METHOD:

MAX PARTICLE SIZE:

PERCENT OVERSIZE:

MAX DRY DENSITY {pcf):


MAX DRY DENSITY* (pcf):




100 "": ...... :-.-,,:--,--,,- - - ~----.

:~ :: , : : \ , I " "

~ 70 \-, · -: ~ \ - ~-; __ _,"",

~ :~ '" .. \ " " ' ' -WU " " , , "" ' '"' " o:: 40 ~ ·- . --·,t-------r-- ---< w 30 - · ' H-i-c--- -t'x:,." ,,-' ',_,__,_,_~,,..,.,.,,_,__~-0.. 20 :'N·-· _:._~:,,: :_:_:_: ----1

1~ f"-,~, .~.-'---c--P.,.,.,.: ""':c-;:- --~r-+~. ,..,., ""': ~~..,




60% FINER DIAMETER (mm) :



JVln90&~00 .. e SOIL AND AGGREGATE REPORT

,------------------------------------, I JOB STAMP: I I

PROJECT NO.: 402277002 SAMPLE NO.: 2F-3-45-B I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston


FILE/PLAN NO.: TESTED BY: JMK

'------------------------------------- REVIEWED BY: KG

SAMPLE SOURCE: Argonaut ~ in_e_T_a_ili_n=g_s _________________ _ SAMPLE DESCRIPTION:

INTENDED USE:

PARAMETER I TEST I TEST SPEC RANGE COMMENTS


METHOD RESULT MIN MAX

uses CLASS.

WATER CONTENT D 2216 6.8 - -----+----+--------II

LIQUID LIMIT

PLASTIC LIMIT

PLASTICITY INDEX i;::- 130 u

D 4318 NP ~ 125 S: ----------+----+-----+----+---------11

+----+----f----------11 ~ ~ 120

SPECIFIC GRAVITY

ABSORPTION

SAND EQUIVALENT ~ CLEANNESS VALUE

o 115

DURABILITY INDEX -----lf------1----·- ------+----+------------l

EXPANSION INDEX

R-VALUE ----pH

RESISTIVITY 0 5 10 15 20 25 30 -

CHLORIDE CONTENT MOISTURE (PERCENT)

SULFATE CONTENT TEST METHOD:

GRAIN SIZE ANALYSIS (ASTM 0422) MAX PARTICLE SIZE:

SIEVE PARTICLE I PERCENT SPEC RANGE

SIZE (mm) PASSING MIN I MAX I COMMENTS

PERCENT OVERSIZE:

MAX DRY DENSITY (pcf) :

mm % Finer OPTIMUM MOISTURE (%):

No. 30 0.6000 100 MAX DRY DENSITY* (pcf):

No. 50 0 .3000 99 OPTIMUM MOISTURE• (%):

No. 100 0 .1500 43 •w1TH OVERSIZE CORRECTION

No. 200 0.0750 24 GRAIN SIZE ANALYSIS RESULTS

0.0254 8 100 , , , ;

0.0166 6 90

0.0103 2

----~----+-----•---

0.1 0.01 PARTICLE SIZE (mm)

- - - ----+-----+-- --+------<--------11----------- --~- ---11

+----- +---- -


___ 11 __ 30_°!._o_F_INER DIAMETER (mm):




I I ,1--------+----+---I ---+------+-----+--I ----11-----

t ,- --+-- -i- I ---------;----II

AGGREP 2F-3-45-B.xls


,------------------------------------, I JOB STAMP: I I PROJECT NO.: 402277002 SAMPLE NO.: 2F-4-28-B I I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston I I CLIENT: Weston Solutions DATE SAMPLED: 09/26/14 I

I I I

FILE/PLAN NO.:

'------------------ ---- -------------- -' SAMPLE SOURCE:

SAMPLE DESCRIPTION:

INTENDED USE:

PARAMETER

uses CLASS.

WATER CONTENT

LIQUID LIMIT

PLASTIC LIMIT

CHLORIDE CONTENT

SULFATE CONTENT

TEST I METHOD

D 2216

D 4318

D 4318

D 4318

Argonaut Mine Tailings

TEST SPEC RANGE

RESULT MIN I MAX COMMENTS

28.1

25% I 25%

0%

- - --TESTED BY: JMK -----REVIEWED BY: KG


10 15 20 25 30 MOISTURE (PERCENT)

TEST METHOD: l~================================================================:~------------~----11 GRAIN SIZE ANALYSIS (ASTM D422) MAX PARTICLE SIZE:

SIEVE PARTICLE I PERCENT SPEC RANGE

SIZE (mm) PASSING MIN I MAX COMMENTS

PERCENT OVERSIZE: ------1----11 MAX DRY DENSITY (pct):

mm % Finer OPTIMUM MOISTURE(%):

0.3000 100 No. 50 ----+-


No. 100 0.1500 99 OPTIMUM MOISTURE* (%):

No. 200 0.0750 88 *WITH OVERSIZE CORRECTION

0.0254 21 GRAIN SIZE ANALYSIS RESULTS -----11----- 1-----+---------11--0.0166 11

0.0103 4

0.0079 4 I

I t I ,. I --,-----+-----+------ - - - - - - --

~- - ---- - - - ·>------+--- ---- --11

I

-

I- -, J AGGREP 2F-4-28-8.xls

100 : : : : : ; , --v ,:: : , 90 ---t-~-~ --1

:. : : : : ~ :

ffi ~~ !tm-:- ~\ ::: ~ 60 " . ' . ' :: . ,\

ffi 50 ·, :,.~~ -- ~+ ~ 40

~ 30 i---; : , ~ 20 ' ' :

' ' ' ... .. ·\.. 10 ---:--~-~+~-...,~._._....~~~ --j 0 1-'---'--'----+"-'-'-'-'~~.µ'--'-- - ---l

0. 1 0.01 0.001 PARTICLE SIZE (mm)

10% FINER DIAMETER (mm): _ ----a

30% FINER DIAMETER (mm): __._ ___ _,





,--------------------- ---------------, 1 JOB STAMP: 1 I

PROJECT NO.: 402277002 SAMPLE NO.: 2F-4-40.5-B

PROJECT NAME: Weston Argonaut SAMPLED BY: Weston

CLIENT: Weston Solutions DATE SAMPLED: 09/26/14 - -FILE/PLAN NO.: TESTED BY: JMK

1 ____________________ ________________ _ REVIEWED BY: KG


INTENDED USE:

PARAMETER TEST TEST

METHOD RESULT

SPEC RANGE I MIN I MAX

COMMENTS PROCTOR TEST RESULTS

uses CLASS.

WATER CONTENT D 2216 32.5 '--------------J--LI QUID LIMIT 04318 26%

---+-----PLASTIC LIMIT D 4318 24% _ <.:- 130

u PLASTICITY INDEX D 4318 2% ---- -SPECIFIC GRAVITY

- ---t----+--------II ~ 125

lA.BSORPTION -- -f- 1--- ---t----------11 ~

SAND EQUIVALENT I CLEANNESS VALUE-+-l---1------1----+----+------ -----<

DURABILITY INDEX ,

EXPANSION INDEX ----+------+------+------+-----+------

R-VALUE

pH

RESISTIVITY

CHLORIDE CONTENT

SULFATE CONTENT

SIEVE

No. 50

No. 100

No. 200

I

I

I

GRAIN SIZE ANALYSIS (ASTM 0422)

PARTICLE PERCENT ! SPEC RANGE

SIZE (mm) PASSING MIN MAX COMMENTS

mm % Finer

0.3000 100

0.1500 99 ---+----+-----,-----+-- -- -0.0750 93

0.0254 21

0.0166 12

0.0103 4

0.0079 4

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

----+-------

--------

~ 120

1;: 0 115

100

0 5 10 15 20 25 30

MOISTURE (PERCENT)

TEST METHOD:

MAX PARTICLE SIZE:

PERCENT OVERSIZE:

MAX DRY DENSITY (pcf):

OPTIMUM MOISTURE (%):

MAX DRY DENSITY* (pcf):

..!2,!:'.TIM UM MOIS_T_U_R_E_* __,_(%--'o)'----: _ __j_ ____

11 *WITH OVERSIZE CORRECTION


100 r"""'.""'....,...,.....,.~F'""""c'""--.....-:-----. 90 '7:·''"': :~:-~-,-~-tr-.~"I·.;. ...,·...,·--+,~-,-----,

i: : : 80 +H +-. ---- - --- _.,___---8+,,"--'-,~. ~ --,

~ 70 ,-"------t-~: \ : : : U: 60 f;' .. ~~~-+>~1~---+.;~_,__,_~--t !z 50 " . : : \;

~ 40 " : : : ' :\ ... : ; ;

"::: ~ 30 " :~iJ.J 20 i,;.;".;.;"...;.· _;._' _;._' ___;.__-+: :_;.;: :...;.: _;._: _',.:i..-t~_;_:::::~; .. :, :::::::::

' '\,,. 1~ :::::::::::::::::: : ::: ::: ::: : ·:-.....::;:· : : : :: :::::::



30% FINER DIAM __ ET_E_R_~(m_m~ ): --1----u t-

----------1----+---~ ---~ - ------1~0 FINER DIAMETER (mm): UNIFORMITY COEFFICIENT:

CURVATURE COEFFICIENT: - - --- - ----~·-------+---------<I------------+-- -

t l---AGGREP 2F-4-40 5-8.xls


,------------------------------------1 1 JOB STAMP: 1

I I PROJECT NO.: 402277002 SAMPLE NO.: 2F-4-57-B -- -I I

I PROJECT NAME: Weston Argonaut SAMPLED BY: Weston

I I


I I FILE/PLAN NO.: TESTED BY: JMK I I

REVIEWED BY: KG '-------- --------- ------------------ --'


INTENDED USE:

PARAMETER

uses CLASS.

WATER CONTENT

LIQUID LIMIT

PLASTIC LIMIT

TEST I TEST

METHOD RESULT

D 2216 33.1

D 4318 26%

25%

SPEC RANGE

MIN I MAX COMMENTS

PROCTOR TEST RESULTS ,, __ 1_45---::::-.;:.,-1..,.~:;:::::::;:::;::;:::::.==========;::-II

···;\:: );:··· ·----- ZeroAirVoids •

~=~~:\1\~~H= ~=H=~ ----b-G = 2.5 :: 140 b--...,....,.\t-lr.--\r-,-+,-,....,....;

D 4318 ---------,1--- -+----+----+---------'" :::: ~~ m:i ~~::~:! Hi

,;:- 130 u

- -----~ 1 ~ 12

-I-----+-- ------11 iii z

PLASTICITY INDEX

SPECIFIC GRAVITY -

D 4318 1 %

ll\BSORPTION -!----+----+-----1----------1--------11 gj 120

SAND EQUIVALENT

CLEANNESS VALUE

DURABILITY INDEX ---EXPANSION INDEX

t-R-VALUE

r I

i E!:i_ -RESISTIVITY -----

> Ir Cl 115

100

0 10 15 20 25 30

CHLORIDE CONTENT MOISTURE (PERCENT)

SULFATE CONTENT TEST METHOD: I

SIEVE

GRAIN SIZE ANALYSIS (ASTM_ D_4_22---'-) _ ________ 111_ M_A_X_ PA_ R_T_I_C_LE_ S_IZ_E_: ---t-----ll

I PARTICLE PERCENT SPEC RANGE PERCENT OVERSIZE: COMMENTS

-'-I S_I_Z_E..,_(m_m-'-1) -----------+---------il--M_ AX_ D_R_Y_D_ENSITY-"-(p_cf)--'-: _ _ .:___ _ __ 11 mm OPTIMUM MOISTURE(%):

=:J 12.5000 MAX DRY DENSITY* (p...:c_,f)_: - ---+-----

- • 9.5000 OPTIMUM MOISTURE*(%)_: -~- ---"

1/2"

PASSING MIN MAX

% Finer

100 - ' 87 3/8"

No. 4 11---------1--

4.7500

2.3600

83 *WITH OVERSIZE CORRECTION

No. 8

No. 16

No. 30

No. 50

No. 100

No. 200

1.1800

-t 0.6000

0.3000

0.1500

I 0.0750

0.0254

: 0.0166 1------------+-

0.0103

71

65 I

59

53 I

40 I 34

22

19 I

17

14 I

0.0079 ~ _:__:__:___.j_ ___ ---+-___ +-___ -

0.0057 9 L I 0.0030 6

I


100 "" I":::. : .::: :: , ..... , ... " . 90 . , · .. "' " , -~~., "' , , 80 :-;++-~ -~,. : ; ::::: : :

I:~ \::: :::::: ;~~:: f~:=--!z 50 l,m;--;-;----;- ~;;.;.. , ::,:a , " """ ~ 40 ~ -)t: ' I::: ::•\.. : ,111111 1

~ :~ ~: ;_ ::::: . · · 1·: ~~ ~ ' ' ' "'" ' ~i.:: : ' 10 ,-,....~---~~,"~ -;- -t=u--~+ 'lll,-'--±-'--

0 '' " '' .~

100 10 1 0.1 0.01 0.001 PARTICLE SIZE (mm)


11 ________ -....,-,>---- ____ + -----+-- ---l-----------ll--3_0_0Vo_F_IN_ E_ R_ D_IA_M_ E_T_E_R-'---(m_m_ ):....: -l-- ____ 11

60% FINER DIAMETER (mm): --- -

11 UNIFORMITY COEFFIC_IE_N_T_: --+--

1 CURVATURE COEFFICIENT: -~ --+-----+-----+---------11-- -1----

f--------+---------+----- I _-----'--_ i ·-i I I

AGGREP 2F-4-57-B.xls

Soil & aggregate rpt, Argonaut Mine tailings (geotechnical ...SOIL AND AGGREGATE REPORT 1-----, 1...

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Transcript of Soil & aggregate rpt, Argonaut Mine tailings (geotechnical ...SOIL AND AGGREGATE REPORT 1-----, 1...