~;.u engineering division of...grain,..size analysis (% passing) sieve fyz" 1" 1/2"...

'~

~#?~fJ :~:'• ... :t {<, '~"' 7t r, , , -~~J17 -

t' \·-~, "'·;~;.

~\.

~·:. ·;~., .~

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS

; '/ '~ '··i.··' e?96~o61/

, ( WALTER LUM

I EDWARD WATANABE

· EZRA KOIKE ·.lfAY 1 4 t · WALLACE WAKAHIRO

. . 3030 WAIALAE AY~ONOLULU, HAWAII 96816' • TEL. 737·7931

.#$ ;2.- Ar '

~~ ;-'~ '1~1 ·• .. ~J . • ~;.u "' - . ' .. l <:: - lR" 1 s ,t""' ~ .... "~" w , "'~ ~ ,, .,. ,; ~.,.dl' \'1-o ' "'' " •·-·• '""

~ DIVISION OF ENGINEERING

April 12, 1976 ~ ~.1m ta~ from ~his ~m" f\ '11Df~ ~ j4:1 0

. I '

CO:HMUNITY PLANNING, INC. Suite 608, 700 Bishop Street Honolulu; Hawaii 96813

Gentlemen:

Subject: Grading Memorandum-· Waiawa Industrial Park Lot Nos. 1, 2, 3, 4, 5

6, 7' 8, 9 10, il, 12

\ ' ... R+~·~; G rud.r'1 fe""Yk"f

Lt. {pSI a.~ roo(,

·The above project was generally const,:tucted with on-site and borrow materials. The fill was placed and compacted in t'hin layers. A soil technician from our office was present at the site on an intermittent basis to observe gtad:i,.ng progress and-to take density tests. Whenever fill operations were on a continuous basis, a soil technician usually visited the site daily.

Revised Grading Pla11s dated J?p:uary 20, 1975 and January 23, 1975 by Community Planning, Inc. were ge(leta_lly used ?s gu:i4es for soil testing services.

A tabulation of the field den$ity te$t results :i,.s attached.· Where low tests were noted, the area was rerolled and in most cases retested. The density test results at the time and at the locations taken were, in our opin:i,.on, l;n general conformance with the density requirements of the Revised Ordinances of Honolulu, 1969 As Amended, except in Lot Nos. 4 ~n.,d

·5 where soft to medium existing fills were encountered. The existing fills in, Lot Nos. 4 and 5 were left in place.

We suggest the following precautions be taken in addit,ion to those discussed in the soil report:

1. Soft spots; seepage water or expansive soil pockets that may have gone undetected during the earthwork will have to be adjusted or corrected as they are detected in the fut;ure. Also, the passage of time may result in cha~ges in soil conditions. · ·· ·

RE~OAPR i 5 mil ~ECORDS CENTER l Honolulu

MUNICIPAL REFEREN City & Co

City Hall An~!f.·S S. King Str0G:~t Hon~'?Hswaii B&S13

1.1)," '~ f~. ' 0} f{o

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COMMUNITY PLANNING, INC. April 12, 1976

2. Some creep or settlements may occur near the tops of slopes. Foundations near tops of slopes or over sloping ground should be avoided or designed under the guidance of a Soils Engineer.

3. Lot regrading. by cutting or filling may cause ground instability in some situations. For this ~eason, lot regrading should be avoided or made under the guidance of a Soils Engin~er.

4. For building foundat-ion design guidelines, soil explorations should be conducted at proposed building locations for the types of st·ructures planned.

This memorandum does not. include swimming pool work and conditions resulting from the pool construction. Also, this memorandum does not cover finish grading or conditions resulting from. the finish grading for work that is not observed and·tested by our office.

Our professional services, in our opinion, were performed.,. findings obtained and recommendations prepared.in accordance with generally accepted local engineering practices. This warranty is in lieu of all other warranties expressed or implied.

Respectfully submitted,

WALTER LUM ASSOCIATES, INC.

By tJoLta.~tJ~ Wallace Wakahiro

WW:vl

v (

;( ..

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TJIIIANS.,.ITTAL P'OJIIIM

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL,· SOILS ENGINEERS

C(.)'·"·ilT'-'I"'Y PI' A' n!I"' ., 'I'-I!' TO: j L:' 1,.;~\ .l . ..J\1~ .. -- ,,L_,,. ~ '·,. .

Suite (108, 700 !1isi10p Street

Ilonolulu, U.:n-mii %3D

Gendemen:-

WALTER LUM

I EDWARD WATA.N.ABE

EZ_RA KOIKE WALLACE WAKAHIRO

l030 WAIALA.E AYE., HONOLULU, HAWAII 96816 • TEL. 737·7931

DATE: \'r1:.- -~n, F•75

\,T A I ' \·'A I ''/ll\ T ("I'll r· {I i n A R l" . Re: "a . .t~ \l.ll. .... ;J .11J. r.-.. .•. u c-J, .. \. ~

L3-i)(~t: a tory Te:,; t: H<~ port:

We Arc Sending You Herewith [2]

___ Prints ___ Location Plan ____ . _Field Density Test Results ----'---- Boring Logs __ :_c _ Laboratory Test Results ~--Soil Report

No. of Copies Sets. __ l __ _ Sheets __ _

General Remarks:

cc: Haw'n Dredging fr Constructi::m Cu.

Under Separate Cover 0

____ Review and comment ~'---- Approval ·--- Signature

~: Your use and files --------·-------------

Yours truly,


/ .' ) .'I ) !' By z c ! '· J - <I ~.-

(:·~-

e

-

-1-JL7.l

·1

'MAIAVJA lfJDUSTRIAL PARK PI-I.A.sr::.- TI.- L-OT6 ·!-'1 4 ROADVJA'·I'S

TABLE I />, - SUMMARY OF LABORATORY TEST RESULTS

2W N .. STOCKPILS #I STOC.!<.PILE. il~ _ _____ ..,.. SAMPLE NO. DEPTH BELOW SURFACE

--_- TAkJ

DESC~IPTION

GRAIN-SIZE ANALYSIS (% Passi_~g)

· Sieve P''l. . 1" 1/2" 114 1110 1120 1140 /1100

.11200

ATTERBERG LHUTS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy Toughness Dry Strength

UNIFIE_D SOIL CLASSIFICATION

APPARENT SPECIFIC GRAVITY

CBR TEST (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Dem~ity, P. c. F. Swell l1pOn saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-73I, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P. C. F.) Optimum Moisture (%)

REMARKS:

.. C.LA'it:;..'-1 51LT N[ DE.GOM P()CJ:;,;;.;;;,~D ..... ___ ........ ,__

- ROCK t .. ~M!;, 6RA\J5L,

100 ~B.~ -~'2.4 fr2:1: ~~.o 10.1 ~.I fe.ll.O &l.i

___ t-JATU_RAL - 5B-3] 1:1

~LOIIJ -PAPl D _,_ __ ..,...,....._

MbD. -snt:t=" -·~--LO~-'fi\Eb. ----

Ml-:-\

31.£1 u;;

0.1 iZB.o

~iOC..K..f'\\...-~ *- \- HIS V1A1C..~\A\... ie~-rep }.11~·-t P..,~ ut;.re;"' rO!Z "iL+E.. 1-01'? bt-lt/ tz..OI-\'DW.Ur'S.l-1\A.'l(.'R...QCt.SI'Z.c·,b.~Ou"'\ ~~~.

SlOc..IC.PIL-t-.-:l:l-.-z -1Uf: loi\P.1E:tz..lb.L II:>S1E-P t--\1\l 'BE. US~.\7 1:-1 "';\.$>L01S At-It> Ul' 10 'L'fl· %WW FINI'Sit 1\'1 'f'f::,.I)E,$ A'f2-.'2i~~-

Dat-e IS -f.b--15 By lJ. I.

BROKlkl SJL1'-/ ... C.LA'I

t-JATUP.AL &0 -?.il 1.5

-----

SLO.v.J-:- RAPID ·-----tli SD · 5TII='F __ ;___ __

ME::-D\UM

.M\-\

'2..5.1 --- ClC,.S

0.1 10..3

WALTER LUM ASSOCIATES, INC. I - CIVIL, STRUCTURAL. S<;)n:S ENGfNEERS 1

1

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--y

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-8-872

,_....;..__....._ ____ _ _.___ '_,_·~-, __ ___;.___;. ____ _,

X w c ;z,

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I

90

80

to

60

PLASTICITY CHART

PROJECT:

LOCATION I

''

VJA\A'vUA liJDUSTF:\AL PARK PHASE:- 11 ~ LOTS I ~ ~1 ~ ROADVJA·t~,

110AIAVJA, t:-~A, OAHU; BAV'-IAtl

CH

11ft Ll N E v v /

v

/ I"'

50 v '' '

_/ 40

30

20

10

0 0 . 10

CL

v /

-V CL- ML / ML v

20 30 40

/ v

·-·-v 6Toc.t Pllf::. '-:! ?_ '

'.J~

~ ~TOC.K 'l\..E. ttl •

50 60 70 80

. LIQUID LIMIT

OATE 5-W-lo BY ~;\.

90

.,

MH 8 OH

' I

100 110 120 130

WALTER LUM ASSOCIATES, INC. I CIVIL. STRUCTURAL, SOILS ENGINEER~- I

CC:'}\.~

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TlilAN.MITTA~ P'O,_tr.4

WALTER LUM ASSO.CIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS

C )1 "'·".,'I'"'" "C)l \ "'·-·[ , .. " r· 'C TO: I Lld•.·:~. ll J: .;·.J'L~ .. ,·~~,, .\'"

Suite 603, 700 Bishop St:reet

Eo no lulu, I:a;·u.li i ~)(.?13

Gentlemen:

WALTER LUM

I EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO

3030 WAI.ALAE AYE., HONOLULU, H.AWAU 96816 • TEL. 737~7931

DATE: J t\'v~ 27 ~. Ui .3

Re: \IAIAK-\ Ii~J)!JSTRL\J~ b\.R.!-':

field Dcn~Lity TC!fit lk:;ort

We Arc Se1.1ding You Herewith Q

..,........,__.._.,._Prints L_ Location Plan

__,._;::~..___ Field Density Test Results _ ____,_Boring Logs

.x__ Laboratory Test Results -~"""'·· . Soil Report ·

No. of Copies Sets.~-'----· Sheets~--

General Remarks:

For petiod ending June 5, 1975.

cc: Hm·7 1 n Dredging & Construction Co.


___ Review and cornmerit --~Approval .--- Signa,ture ~ Your use and files

Yours truly,

WAI.,-TER LUM ASSOCIATES, INC. ·

B ,,) /Jj· i

Y ~.·-:- .· L··· .. ?. ;:'<~ . .;~A,.\···

~

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--

-

,-., ;---,_ ' ' WALTER LUM

EDWARD WATANABE

EZRA KOIKE WALTER LUM ASSOCI1'4TES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I 3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • TEL. 737·7931

FIEL:O DENSITY TESTS R.E_:eORT _

VJAI.A.'I-.1A · lt-J DUSTRIAL PAR\':", . PHt,::A::- li - LOTS I -C1 ( ROAPV'-'A'I~

Field Density Tests Results as follo~:

Ending J"UNf 5, 19 75 Sheet I of Z Sheets

~TA110"-l Fill 'Moisture Dry Standard Relative Date !11·!!!!11 No. Layer**. Content Density* · Density* Compaction

5-t.0'-15 c.+tzo±CD t(t '2.5.5 C10.q l/ll C14

5-~1--15 ~+wiD '' Co'±.. 30.'2. B:P-4 611 C\~

5-'L1..-15 ~~+ootD ~~RADf '-· \~.~' \~.B Ill Lil

5-'Z.~-=15 RF;..\661 ®

2:6+a:>t 1.. W&SRADS 1~.1 liS.&· Ill C1CJ ,, . ~l+co±CD I 't. \(?.€? \1\.G ,. Cf5

--.. -

.5-f-1-lo S+WiCD 4'±. ~\.~ ~5 .. 4 l/11 Cl4 --

-

(p-f.-16 1+oo:~:.CB '•

14'±. u.~ B8.tl Cll Cl~ '-

,, '4-+0:?±CiJ /4'-:t lf?.l 10'2.5 lOS &lf?

" 3+oo±CD 2'-1-I - IL?:J.'l.. ~:1. " Cl5 ,, 5+50i(1 '2.'-±. ~o.u, f:b,(p &11 til

. -·· - - '

(p -Z;-15 . btqq±CD '+ 10.-' 33.2. 117.5 crJ i7 ,,

3-I'OQ.t@ 1 o/:! 32.) 115.5 If ~ (, '

* Density iil pounds per cubic foot. Standard density refets to density as indicated by the AASHO Method, T-180-1~1..

** Depth below finish grade.

(!) Indicates Test ::l._ taken in the STA110f'Jshown.

) ) .

~' BY.,. ,f. ~ j,;?c:

TO Bt:: I P:EP.Ctl..: . ~ ~Rt-1E.-:"·

.... ~

~

e

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--

-

_,......,__ /-..., WALTER LUM EDWARD WATANABE

EZRA KOIKE WALTER LUM ASSOCIATES, INC . CIVIL, STRUCTURAL, SOILS ENGINEERS I 3030 WAIALAE AVE., HONOLULU; HAWAII 96816 • TEL. 737~7931

FIELD DENSITY TESTS REPORT

~A\A'MA IUDlJbTRIAL- PARK PHA6E-- It - LOTs 1-C\ ~1 r.,OAD\t.Jk·f

Fi~ld Density Tests Results as follo~:

Ending 'TUNE S 19 75 Sheet 'l. of · '2 Sheets

Fill Moistute Dry Standard -Relative Date Lot_ No. Layer** Content Density* Density* Compaction

_fo-4-75 4+31(]) 10 '± - 375 .. 805 91 88 II b~4oCU 7'!:. 37.0 60.0 en 88

(.;-5-75 . rcr:z:~o@ 7'± 320 ss.q cq qLJ

/I RE.7t?:ST_ 0

ro'+ 2g_g 89.3 II ... Cf.7 4 t3J .. . - -~

--

II 7+00. 4't 2q4 8'1.9 I• qcr ~

1+so CD , 21 ~ . ao? :, en ll g+-

I ·-

~,.,., . ·'

.• I

. - ·-- ···- --- . -

- - --- ·- -

- -·

* Density in pounds per cubic foot. Standard density refers to density as indicated by the AASHO Method, T-180-13I.

I

e ** Depth below finish grade.

CD Indicates Test~ takeil in the ..5TATfON8hown.

B '(:J ·-f/ . -I -y '· ~.(·•'!. • l·. t_ -··-. t f:~--· ....... _

ro s12 ~~ROLl

~ R.E. T!

(

-~

e

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,... ______________ ----. .-.,------------------,

WAIAV,JA lk1DU6TRIAL.. PARI< PI-\ ASS !! - LOT~ 1-q 1 ROA.D'vU.L\'1S

TABLE I~ - SUMMARY. OF LABORATORY 1EST RESULTS

.BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION-

GRAIN,..SIZE ANALYSIS (% Passing)

Sieve fYz" 1" 1/2" 114 lllO 1120 1140 11100 11200

ATTERBER,G LIHITS Air Dried or Natural Liquid Limit Plastic Limit · Plasticity Index


UNIFIED SOIL CLASSIFICATION


CBR TEST (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-731, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

ROADW'AY · :Flt.,.L,

(t;

BROWN CLAYEY :ill:'' f)

&14.&.. Cll.l 64.1 1iL.O (/l..l 55.11 50.~ 40.5 ~U>.3.

.. FFOM <SE-WE-R PUMP -5TA. E.XCAVAT 10"-l

1&1

6RO'w'N CI..A't£Y SILT

100 100 100 t()O

·100 100 100 100 IDO

AIR DRIE:.D AIR ORirD 40 C:,2 '2..1~ .3::} lf2 2.3

ROAD "A" 6\A. 4.0+50:1::_~--

1.-0

!''lOT fLED BRC'.•/!! ClAYEY

:·~'.r-lr:>

IQO tt4·.~ 66. r:, ((p. 'L (l,t), :)

·C.f.l ~.B 4{...21 44=.0

All~ DP.\SD 80 'Z.o tz.~,

. <SlOyj-RAPID sww-RAP!O ":::·LOIAJ-P.APib -----MED. SiiF.F ME"D -5Tifr" MED. ~1\FF H 16 H f'1E.DrrJrvr MS.D\U"I\ .

"SC.. r-1 H 6C..

IL.fJ!2, L£34.

3!.~ J74 6~.3 LQJ..3. 0.4 6.7

31.Q 2.5.5

D .D. p DR"t TO VJE.T vJST Tb t-.p--j

\\l t]l . V--lFA TO C7:~/

106 ----13 ~2:> I &I

~ I REMARKS:

~~~r!~~~~R~~s~~A:::;N•:;·I

Date C:, - 25 ... 75 By r<H 1-1::'.7 J .

--. ...-.... ______ ..... ___________ _,

'i I WA I A\t../A l_NDU'YT)~IA_f,._c. __ _f'ARk

e

e

PPASE" II - LOT J-·1, Ro.D...D'.,!.~'fS

TABLE I__8_- SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS (% Passing)

Sieve 1" 1/2" 114

.. //10 1120 //40 tllOO 11200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy. To.ughnE;!ss Dry ·Strength

uNIFIED SOIL CLASSIFICATION


CBR TEST (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.G.F. Swell upori saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-731, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

N[AR , , NtAR , . .ROAD A ROAD A 5-TA. 52:+50 STA. 52-t50 ----

A 13

BROWN· 8RO~J~J CLA'ff-Y C.LAYfY 51'LT. ·SILT V.J/5AND ----

100 lOO qq_l i,22. e,u ~ :&I 72.-:J.,

AIR -DF'..tED 5.j _.:lB 21

SLOYJ ME.Ilill.tJ. H I§.H

t1!:1

31. B 77.5 o.j

L5...5

LOO 10.7 B..3..q 1£..1 ~ .,4.0 5 /.;j 57j

. AIR . TJR!C.D

51 '"'' 3.8

I q

SlOvJ- RAnD t1:; D . c.:r 1 ::: :::-:

.... MEDIUT'<J

M ~1

.3..1.2

.8.d...5 0.2

27.-.0

[2 DR.Y TO VIET

87 ..

,30

- I REMARKS:

D~ t e ~ - 2 5 - 75 By R f-1

1-1£73

WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL, sOILs ENGINEERS

~.

e

X w 0 z ->-1--u 1-en <l: -' a.. - I

--8-872

PLASTICITY . CHART PROJECT: YJAIA\JA INDUSTRIAL PARK

LOCATION~- .,!JJ{:j~~.~~-:_f~ 6~~u~l{~~~iry _s.

90

eo

70

60

50

40

30

20

10

·o 0

... - -

10

..

. -

<

CL

/ v

v CL- ML 7 ML

17 20 30 40

CH

/ v V, '

./ A •.( ~-

8

50 60 70

LIQUID LIMIT

DATE c, - 25. '- 7 ;5. .. By _--!.-.:R::.....:.l-1..:.:.___;_ __ _

11A1 LINE v v

v L

v v

/ v

· MH 8 OH

...

eo 90 100 110 120 130

WALTER LUM ASSOCIATES; INC. I CIVIL, STRUCTURAL, SOILS ENGINEERS

'

-

X w 0 z ->-1--u --t-en <[ ...J a.

e I

e

90

80

70

so

PLASTICITY CHART

PROJECT:· LOCAT_ION•

\UAIAVJA lluDUSTFIAL.. FARK PHA!?~ l! - L.OT$ 1-'1 4 F:.OAP'A.!A'j

v.JA\AWA l EJVJA I OAI-\U' \-\AYJ,(\U

. ..

CH - ---

11A1 LINE v v

/ y

v I'".

50

/ v

40

30

20

/ v

CL

Irs::~ / v • l"f

v 10 /

v CL- ML ./

0 0 10

v 20

·.DATE (p-~-15

30

ML

. '

40 50 60 70

LIQUID LIMIT

BY \J,\.

80 90

MH 8 OH.

100 110 120 130

WALTER LUMAS$0CIATES, INC. I" CIVIL, .STRUCTURAL, SOILS ENGINEERS

8-872. __ .......... _........_ _________________________ -:--___________ ........,..___..J

·,

e

e I

e

9-470

.......... u;

130

120

l\1

II. 110

105

(.) 100 a.: qq ->-1-C1) 2 w Q

90

>-0:: Q

80

70

60

.~.

MOISTURE- DENSITY . CURVE (AASHO T-180-131, METHOD.Q) PROJECT• VJAIAVJA lklDUSTRIP..L PAP)<.

PHA6S JI - L,crr-s l-q ~ ROAD~A'/5

LOCATION: WAlAWA' OA~U' 1-\AV.JAII

SAMPLE NO.: I~

SAMPLE DESCRIPTION:

100 1o"J, \ I ..... ..

AGGREGATE: 8/4'' M\t.-\U<.:~ · MOLD SIZE: U'tf'X ·4,t-:-!?4-' HI€:1H . HAMMER: 10 Li'...S. I~:)'Qf.OP

LAYERS:~~S~-------BLOWS: . 5<f/t.A'I~

7 h-\ ~· ZE..R.O AIR. ' 'OIDS C.UR\f E. tiS ~o"),

rr

cto f~J, I .-

~ f.! A-:\

~ tO

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0 10

SPE..C-1 ~\C.. G. P..A'liT' ~ - .z..e

\ \ c.

\' .

\_ r\ I

~ ~I a ~ ~

. ~ ~~

~ ~ . - .,;.. o ~o

() ~ 'S"""

20 30 40

WATER CONTENT ( 0 /o)

5

I

I

I

I

I

I

I

50 60

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTU.RAL, $<?1LS ENGINEERS

DATE S -1:fJ-1S BY 1-J.j,_-

·,

e

e

e

... [, 70

""

130

120

110

-u; d a.: 100 ->..... Cf)

2 t1 w 90 a .

>-

I

MOISTURE-DENSITY CURVE (AASHO T-180-l3I, METHOD.Q) PROJECTr 'VJAIA'AJA lt-JDU~rF-.IAL- PARK . . · ~ ..

. P~A61::, Jl - l_..OT<O 1-~ ! RoAP~A'/ AGGREGATE: ~~~ M \1..1~,5 LOCATION I .. 111 AIA'AIA E.VJA OAHU HAV-JA \I MOLD SIZE :(e '4>X 4:SM l't!~H

.~"-~ .. ' ·. 1 ..... 1

· . . · AMMER: 10 66?· If:>"~ SAMPLE NO.: . :Itt (FROM 'St;;VJE.R PUMP €>lA. SXCAYA110"-l!AYERS: --'_ ~5.;..=,::::;.:_~::.:..; SAMPLE DESCRIPTION:. .. . BLOWS: 5(o/'t.A'-Ie.R.

. . .. .

-. --- ..

10 b1o~ 7 ""' 7

·~ Bro a ~ l1 2_17/o -:}.. / 1 7

'7 tJ' 80

11 1

70

60

0

q ? O/o"1,.

~ P.1o-:t

10.

.. -- . (!,

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~ t-= ~ ~ ....

t .. (J

20. 30

WATER CONTENT

\ . -CK.

'

f---

~

~ -~

~ -~ () <s"'

40

( o/o) 50 60

WALTER LUM ASSOCIATES, INC., CIVIl, STRUCTURAl, SOILS ENGINEERS

DATE (p - 2 -15 BY .__.1. l.

'i

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9-470

MOISTURE-DENSITY CURVE {AASHO T-180-=!31, METHOD.Q) PROJECT:. V-JAIAIJ.JA IUDUS"TRIAL- PARK ~ ,.

PHA6E. U. - WT<S 1-"1 ~ EOADIJJtd_ AGGREGATE: p Y4: _ Mlk~~J'S LOCATION I KIAIAVJA' 'E-'A.lA ' OA~U' HA'kJAll . MOLD SIZE :&A-'XfS~ HI~H

( ·- . . tAM MER: 10 LE~. le> Cf:OP SAMPLE NO.• 1_0fPDM ROAD. 'A' , 61A110f.J 4-o-+50.t~AYERS:. _ _5 .

SAMPLE DESCRIPTION: BLOWS: -5(.,/kl\i!?R

130 -~--------~~~~---.----.----.--~.----,r----r~~T----.----4

120 I I· _ I·· I I I · I I I ·1 . -:_ 1- I I

H-Ns~_;_ ~~~ h~r:~-~1-q\

[ IT

~

60 ~--~~--~~--~----~----~--~~--~----~----~----~--~L-~~ 0 10

I

DATE &- 2.> -lS BY l}.l.

20 30 40


50 60

WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL, SOI_LS ENGI_NEERS

'1

e

e

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Q-470

-u;

·MOISTURE-- DENSITY CURVE (AASHO T-180- 73~ METHODQ) PROJECT: .. \rJAIAWA INDUSTR\AL PARK

PHASE"" li :-LOT_S ...... j:::.-·cf:······RoADWA'{S.

LOCATION I- WAIA\./f-\) OAHU, ~-lAvJA~

SAMPLE NO.: B SAMPLE DESCRIPTION: . BRDWrJ CLAYEY SIL1

. . -- S.j.j I--·· SAND . . -130 --

,, AGGREGATE: % rJi:r!r./5 MOLD SIZE: (.::~,~.4-~;;~.t '!t(;fi.

HAMMER: fOLB <'· IR "D,'?OP

LAYERS:~--~~~--------.BLOWS:- ~t:,(LAYEF..:

. I

120 I. I I I I I I I I I I I I

110

c.i a.: 1oo I- I I I I I I I I I I -~ I I I I ~ I I I I I w gol I I I 0

>~ 0 ~

B31 q5~Ht

80 I . I

ro I I ~ I I I I · (1ll 1 1 I ~: I I -I

0 z 'f-.;' Q_

6 O I I L _ - I . _ I I Oq I _ 1 1 1 1 0 1.0 20 30


40 50 60__.

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUctURAl, SOI_LS ENGINEERS

DATE ~- 25-75 BY IS~

··~· .·~

I

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T.ANSMfTTA~ ro•w

WALTER LUM ASSOCIATES, JNC. CIVIL, STRUCTURAL, SOILS ENGINEERS

TO:_ COHHUNITY PLANNING, _1JlC.

Sllite 608, · 700 Bishop Street

llonq_ll1lu 1 Hawaii 96813

Gentlemen:

_ . WALTER LUM

I EDWARD WATANAB_E

EZRA KOIKE . · WALLACE WAKAHIRO

3030 WAIALAE AVE., .HONOLULU·, H_AWAII 96816 • TEL. 737·7931

DATE: At~gust 5, 197 5

Re: HAIA~YA INDUSTRIAL PARK

Field Density Test Repott

We t'\,rcSending You Herewith 12]

___ Prints ~Location Plan

~---_Field Density Test Results ---..,-. _ Boring Logs ~ Laboratory Test Resu.lts

___ Soil Report

No. of Copies Sets,_~--Sheets, __ _

General Remarks:

For period ending July 31, 1975.

cc: Haw'n Dredging & Cor.struc:tion Co.


___ Review and comment ___ Approval . · ___ Signature

'( Your use and files

Yours truly,


1: .. . . I, ,_. ... ; ! {/ ~

• J • • ;.. • "' ···~·' ....... By f../. (·1 /,?., "·" ~-, .

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1-675

,,"-...,_·

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I

-~ WA.LTER LUM EDWARD WATANABE

EZRA KOIKE

3030 WAIALAE AVE., HONOLULU, HAWAII 9.6.816 TEL 73_7-7931

FIELD DENSITY TEST REPORT

y../AIA.WA INt?USIRIAL, PAK.K,

( Pl-lA.-0::.6 :n:. -- I'<OAD'A/A)' -?r' LO-r~ I - 9)

Field Den~ityTest Results as follows:

Ending juL--'f 31. 191~ Sheet I of~ Sheets - - . --·- ... .. ..

Date SIA't)ONNo. Fill Mois.ture Dry Standard Relative

Layer* Content Der~slty** Density** Compaction***

~·IS-1t; MAINTNC. ~oAD 'fl.:' qc.; 4~ H·IO CD ') I..II'WI rt.A I? E -z..z.o · e'i.'l

~- ,q_,; rtoAD A~ r;';: ~LD.G ~1 4-t 0 0 Ci) "b o. Cf IOO

(.p_- ~0 -1; ROAD A ....

z.,e,. ~ 03J:7 01 tj[s, . '5 ... -z...; 0 (R -

- .

r~O/~D ~ ,,... . -

~- Z-3-1~ -.;_..r;-o CD c; - 'Z-(p.; q o.1 CJ1 Cf4-

..

(;- t4-1t; ROAD A .. ,t

1'1.1 lOO.Gf l+oo <D 0 I o6 . qt.P

. -

1-l-16. F<OAO A CD I t

0~.1 tJ1 0€> 1.-..t 00 I G _- ";lP.I

" ROAD ~ @ -;...-cso z. 4 .. -t 24.4- q~~? II qq

rtoAO A CD , ... ..

1~ S-1t;; o· 2.1.~ Cf&.l qe cte> .U'5"' o_._ - ----·

..

1,-'l.-(,1~ v-<o-p A CD

Z. +'16 I 4-'t 2.4-. 0 '12.& " Cf4 . -

-- ----- --

• Appro~imate depth below finish grade.

'

To tU • f\F:.ftOLU.:.I. ~ ru;."fe.~n:. ·. '

•• Density in pounds per cubic foot. Standard density refers to density as indicated by the A'S 1M M rs-rHOD o 1'5137 -'1 0

• • • Tests indicate the relative compaction of the soils only at the test locations.

CD Indicates Tests. ~ I taken in the Y"oodlili'-\ 7(...-A shown.

BY . '-t.~+o

,,

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1-675

/""""":"",,

WALTER LUM ASSOCIATES, INC. . .

.. .--..,_, WALTER LUM

I;DWARD WATANABE'

EZRA KOIKE

CIVIL, STRUCTURAL, SOILS ENGINEERS I 3030 WAIALAE:AVE., HONOLULU, HAWAII 96816 TEL 737-7931

. FIELD DENSI"fY TEST REPORT

WAIAWA 1"--..bU?TR:IAL PAF!.\:<.,

( PI-IA<:';:>to ::tt - F?6ADVVA'f ~ LDT 5 · I - 9)

Field Density Test Results as follows:

Ending • ..\uv'1 ..... 31 19f~ Sheet '2.-· of .2> Sheets

Date l.c;TAl'rtHNo. Fill Moisture Dry Standard Relative

Layer* Content Density** Density** Compaction*** ·

1- 'l.:Z..·1S fWAD A · .

1-+J;oCD '2. It 'Z.I. 'l- I Ci'f.l I Cl't I too

.. ?>OAt? A r;. t I tz.E1€~1 ~-too ® -z.-;.'2. I 00.4- I II I "7 I 00

" . f<OMJ A

4-' t I I II I. '71 oo t-too® 'Z.L3 I o'2..4 .

., F:OA.IJA i- 'L.~--1~ · .. 1.,-tr;"o c;~ -;d '2-1.4 1 oo.; '1q ":i>'IOO

II I~PA 'b-t so~)

'3 •-i . '2,0.1 . t}(,,E;'. II' 'lf:1

rc::: Q.6.. t:> ~ . . ·--1 To oc.., . . '+ . ·F{)U.J:! I 7 -~S-15 I . -~ + 00 <D 4- - I 9,9 ?.,?. <?; 9 9 91 ~ f,~·:~r.. I I Ro.AP A · '·

_?+1!?0@ 5 1:!:' 2..0.0 C)?.G II 94-I j

1--z:a-715

1-'24.;..1? II

~&1t93T

3+CO ®

J'bAt:l' A 4 +O() (~

-~t::iA

. I +<DC (j)

RGA~ . . (f) 1-?0.-15 I ?-+7.:7 ! I

II I ~OA-t>·~ I . t+75 CD.

4-1 i'

z.l±.

z_' :.

z,'±..

Z, I _t.

• Approxima~e depth below finish grade.

I

I

1.9·7 9~~~ 99 100

2--(c.. ') 91.0 97' 9s:-

z_t.e, I oz.. -q_, " "71 GO

19·1 I 0) c:;. (_ I I ("\Q

\l.<o I 104,<:.. I ,,

• * Density in pounds per cubic foot. Standard density refers to density as indicated by the A.~\ M M "E..-p-1 0 D D 1 5 S 7- 7 ()

***Tests indit::ate the relative compaction of the soils only ~t the test loce~tions.

(])Indicates tests . '*"- ' ... taken in the r~J Wd..l\ 1h,shown.

-~ ' BY . · \fY\kN-k

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1-675

,, ...... ,\ {~, WALTER LUM

EDWARD WATANABE

EZRA KOIKE WALTER LUMASSOCIA•ES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I 3030 WAIALAE AVE., HONOLULU, HAWAII 968i6 TEL 737-7931


WA/AWA 1'-JP<J~TFI:.IAG ~F::K ~ (~ME-'ll. ...,~wA'( ~ l:))\c; 1-9 ..

·Field Density Test Results as foUows:

Ending JL"--''1 3\ . 19-=:1..2.. Sheet 3> of .:2 Sheets

..

Date ~1'~~r·n~No. Fill Mois.ture Dry

Layer* Content Density**

.1-~1-75 ft&"T~t,.,- ® :, +IS 2. Z,' :t_ -zA.,; lD4.1

..

.. .

.. ..

* Approximate d~pth below finish grade.

* * Density in pounds per cubic foot. Standard density refers to density as in~licated by the

* • • Tests indicate the relative compaction of the soils only at the test locations.

Q) Indicates Tests ~ Z.. taken in the Y'~c:d~.v~l11ftshown. . .

BY ~--~o

StC[Indard Re.lative Density** Compaction***

\ 0'6 9<::.

·-

J

..

J

'

-

Pt'71M MCfHoO 0 1'55/ -iO

,,

e

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'-775

__________________ .>-----. .--------------------,

__________ _ _ Wt\IAW (),

(Pl-11\"Sr.:':. 1L IN !JU~)R' IA_l- PA'R.K

-' ROh.~/A'--( J-, u::rrS I- 9)

TABLE I~ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO.SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION


Sieve 1-1/21

'

1" 1/2" 114 1110 1120 1140 11100 11200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plast:t,c L:imit P.lasticity Index




CBR TEST (Surcharge- 51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1'' Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (ASTM D-155 7-70, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) OptimUD1 Moisture (%)

510CJKP/LE OF" R()Ao,[:::\h/AY -- r. ": ~ A.v ..A:n oN

---.----,.-,'---~--,_

1-,.1

~p..[ ~t:>"{ -~wi'T~ Or t;>E,C.OM~~

f'0<::_1<,- 1G-12'-"\Y&ub ' CA:>)o?A.L. - - ------

C)~ .ce, 1?/). B t;:!,~,-8

~.I· I 11,<o --r4.1 "1 I .(:, {,(:, ,<) (05 .z.

AI~- !7R. l '!":;f7 -----~"""""'"---~~ -;o ~3

N<'l!\!E.

M"-'D-7TWf M~lZ _- ~11f'f

61-4

u·'O~

"2..0,('-·

2_7.0 ,,4

--~--

D D5YTOWCT

2.2 :z_c,.

REMARKS: -T-1-16 M.D7Bf21A.t- 7cS76D .Df!::>01/e tv/A~ t?e: Uf:.·eP .AS PIL-L UP '1'0 'Z-rf· ~~L-OW F-111/tSH G ~tl Oe·.

Date 8-- S,1r;::. By- E t-•\

WALTER LUM ASSOCIATES, INC., -CIVIl, STRUCTURA~, SOILS ENGINEERS

,,

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8-872

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

X LLi Cl z ->-1--(.)

1-(/) <[ ...J

I a..

I

PLASTICITY CHART PROJECT: ~lbWA I t{D!I STf, 16L YA.T>'l<_,....,,

. . ( f"l-h"-,~ .::g__:-_E:?~r'l'-'" -""''\ ~· G<:rT'-:;, l ::.21_ LOCAtiON' Wf..J.AWA) -~) CA-1,..\tJ) ~WA;\\

90 - . .. - .

-- - -

eo

70

60

50

"A' LINE · •- ~ v L

/

/ ~

CH

40 / v

30

20

~Z.J v CL y

/ v

v 10 .. L

v CL-. ML./

0 0

v 10 . 20

DATE q}-5-£5

.30

ML -

-----·

40 50 _60 70

LIQUID LIMIT

BY FM

....

80 90

MH 8 OH.

100 110 120 130

WALTER LUM ASSOCIATES, INC. I CIVIL; STRUCTURAL, SOILS ENGINEERS

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, __ 77 5

....... ,_

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

I

130

120

110

-lL u . a: 100 - 9'l >-1- C\4-u; z liJ 90 c

8Cf >-0:: c

84

80

70

60

MOIST-URE- DENSITY. CURVE (ASTM D-15!57-io, METHOD£) PROJECT • WAlAWP., l.I'J DUC:>"l~IAL PAI'Z.I4 .

. Pl-IAS~lL ... tor? !-t:i ~ rt..oAD\f\/A'(

LOCATION: WAIAWA., ~} OA)..\U, HA\..J~H

SAMPLE NO. : z..,

'!>I '' AGGREGATE: ft:f- MrN~.J~ MOLD SIZE: C/4'x4.l;e4"HIG!~ HAMMER: I o L-t;c;.. ! B'' t?rtor->

LAYERS I a; SAMPLE DESCRIPTION= ~owN *"'KP't LfA'L_r BLows= ~?(:.I LA'{~.cz.

. . ~ OF- PE:>60M F. Fl~} 6M~.f.~~L

-I

lLJLJ~~~~~-r~-'

I •• 'I~· " f';\. I

/II '\1 - --qs;~... ..L_ f-'-~. ~-··- 17 '\ . . . ~ ~

<toT.• ... - -.I ~- '\ 9J'1i::~ -. -.. ~-~-n ~

~ I I I 1-.

- I! j J ~ ~. ~~ ~J I~ - J ,- .-"

!' ~ ~ 0 10 20 30 40

WATER CONTENT (0/o)

!SO 60

WALTER LUM ASSOCIATES, INC., ·. civiL: sfR'i.icr:uR'At::· SOtLS ENGrNEERS-·--·- ·--~- --~~ ·-· ·----- ----·

DATE ..,_ 1..4-"lt;"' BY . c... H.

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TIIIANSa.uTTAL P'OIIIM

WALTER LUM

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I

. EDWARD WATANABE . . EZRA KOIK_E

WALLACE WAKAHIRO 3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • TEL. 737,7931

TO: Cm1:1UNITY Pl..A .. 'JRING, INC.

Suite 608, 700 Bishop Street

Honolulu, nm;;raii 96813

Gentlemen:

Re: \-IAIAHA INDUSTRIAL PARK.

Field_ Dent.ity Test T'.~port

We Arc Sending You Herewith GJ

___ Prints A_ Location Plan

_ _x_ Field Density Test Results -'-,--~- Boring Logs ___ Laboratory Test Results ---.. Soil Report

No. of Copies . Sets __ l Sheets __ _

Ge11eral Remar~s:

For per.iod ending Augtis ~ ~, 197 5

cc: llmo~'n Dredging & Coa::~truction Co.

·.,:

DATE: August 2fi, 1975

Under Se~arate Cover 0

___ Review and comment --~ Approval ____ Signature -~-Your use and tiles

-------·-----·-----·------

Yours truly,


. I . ·' j /! ' r j ,

By 1 ·v' /t ~'(~/- U-tA

e

e

/ ........... · ... ,, WALTER LUM

EDWARD WATANABE EZRA KOIKE WALTER LUM ASSOCIATES, INC.

CIVIL, STRUCTURAL, SOILS ENGINEERS I 30JO WAIALAE AVE., HONOLULU, HAWAII 968i6 TEL 737 · 7931


WA 16'N·C.... tt-.!Dt.I'STR IAL fAR\S. (PI+A.~!::.. li. .- F!i:.o.A..t:>WA.'( tl' l.OT:7 1- <J)


Ending AUC.-:rtJ-61 -~ 9 . . 191..2. Sheet I of I Sheets ..

'S'rP.'Ti6N ~

Fill Moisture Dry Standard Relative Date IIlii No. Layer• Content Density•• Density•• Compaction•••

_8-4-75 F?OAD'A CD ·?+SO· ( ':!: 'L.."L .4- c;,ce,, R <:)9 I O():

. II f<.CAb'A'(0

. ~I +:75 .. , o'.:!:' "Lt, (::, <")0.7 If 9-u

..

CO-S-75 ~~D' <6\CD . 2.+90 .... ?'±. I S.S' \1'1.0 llr . 100

~~t::''A® ... ·---

II ? -f-t;;O . 2 -z.,'± 2..1· r:;; I OS,(:, \OS 98 ..

.. ...

~CAD 'A'(D e-- !b -1s I -z..+OO ., ~I:: 2.-1.'2- 05.1 lOS 9_1 . -~ ..

~~D'A'([) ~

~-'B-~·75' to -+11?. I I t-

Z.{. 0 <:::Js, r 97 9R 4 -ROAD'/>\.

II . I z. +7~CD z..'~ . 2-·0·1 9'2)• ~:::> ..

'/100

.. ~

~- 9-75 I<:E:/TeY:;i\ @ 10+75

,4. I f. ?....-:,. ( C)S.l 97' 9S

.. . ~ . ----

• ~

..

.. . ~ .

• Approximate depth below finish grade.

I

I

,.0 ·'13'(· ~Zj(7f!D~1 •

-ro -&E· F)u"TE.~-rc-.; -r:Q:J DF'.' {

• • Density in pounds per cubic foot. Standard density refers to density as indicated by the A?l"'-1 M e--rHoo o 1 5r:37 -70 ••• Tests indicate the relative compaction of the soils only at the test-locations. e <D Indicates Tests .t:\:-1 .taken in the . .:e.h\-(o\) ·Shown .

. ·~

BY :.g. '()'~,-~ · 1-675

. ,·

~ . ...,.:

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T .. _A'!IS~ITTAL P'OIIIM

-~ALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOI~S ENGINEERS .

. TO: CONMUNITY fLA:INING, INC.

Suite GOG, 700 Biuhop Street

Honolulu, ll'm·toii · 9UU3

Gentlemel):

WALTER LUM

I EDWARD WATANABE

· EZRA KOIKE WALLACE WAKAHIRO

303.0 WAIALAE AVE., HONOLULU, HAWAII 96816 • TEL. 737·7931

DATE: SL';;te;;:bcr 11, 19]5

Re: WAIAWA INDUSTRIAL PARI~

EielJ Density 'l'c!:lt ltC.!port

We Arc Sending You Herewith ug

-~--,- Prints ~ Location Plan x_ Field Density Test Results·

___ Boring Logs · x___ Laboratory Test Results

___ Soil Report

No. of Copies Sets_._l Sheets~--

General Reinarks:


,...... ___ Review and comq1ent ___ Approval _____ Signature

x__ Your ll.se and tiles

·---

·-----------~

For period ending September 9, 1975.

cc: Uaw'n Dredging & Construction Co.

Yours truly,


~~~~r·~~;~K- By /~ / /(.)~//__,_)? .

('

...

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1-675

-.. ,--.., WALTER LUM EDWARD WATANABE

EZRA KOIKE WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS. I 3030 WAIALAE AVE., HONOLULU, HAWAII 968_i6 TEL ·737-7931

FIELD DENSITY TEST REPORJ ~WA /NDV5TR!AL PAR~

(,PHASE JL.- (<0ADWAY5 4 LOTS. J -7 ) ...

Field Density Te_st Results as follows:

Ending S[Pl£MBER ~ 19 75 Sheet of I Sheets ..

Fill Moisture Dry Standard Relative Date Lot No. Layer• Content Density•• Density•• Compaction•••

..

TREJ./~ B(f)IU. B-29-15 S I J 't 2.2.0 Cft_,·_~ /0~ .90

'1-4-75. _£1-DPI::. CD

·t'. /0 "± 27 5 qs. 7 /05 9/

Sl.-oP€. ® 9 If 1-5 -75 /b ;2.f5. 2. q~.6 /0.5 9$ .. -

j- g -7.5 ROAD A CD

7+00 5!.. ZZ.LJ ctS>.7 I DB 9/

.. ,

I

i

I

- -·-·· ... I -- --- --

I

'• -- --

I

I

I I

i -· .. ·- -·


•• Density in pounds per cubic foot. Standard density refers to density as indicated by the ASTM M"' THD[) D 155 7- 70

• • • Tests indicate the relative compaction of the soils only at the test locations.

<D Indicates Tests ¢" I taken In the RDWAY S Lors shOwn.

BY . &:~~.-~.£r(. ~ .__) -1/1)' ., . J,·.~--' .i,.f•<: ' ... ·,__;

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_____________ ,.--..,.. /- ... ---------------. \t.:./AIA'v..fA

(PijASE" 'Jl INOU.SIR IAl- FARK ·

ROADWAYS { lOT'S L:..j_)

TABLE I.A_ - SUMMARY OF LABORATORY TEST RESULTS

.s TOCKP/ LE


DESCRIPTION


Sie.ve 1-1/21

'

li'

1/2" 114 1110 1120 1140 t/100 11200

ATTERBERG LIMITS Air Dried or Natural · Liquid Limit Plastic Limit Plasticity Index

Dilatcmcy Toughness Dry Strength



CBR TEST. (Surcharge- 51 p,S.F.) Molding Moisture, % Molding Dry Density, P. C ~F. Swell upon saturation, % CBR at 0.1" Penetratioi).

MOISTURE-DENSITY RELATIONS OF SOILS (ASTM D-1557-70, Method __ . __ ) Dry to Wet o:i: Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

OF .f?OAOWAY ~(iC.AV-1~•CIN

:z;;..

ll.-4 ~ 7]-D

b5.fi

~ 54.~

50,!i. ·~

~3.:2

NATURAL 5.e_ ,21 2. 7 .

SLO\<tl- F?Pf'ID MED- STt!-1:::

1'1 G. Dl Ut-1

fv1 ~I

22.1 I 32.5~ ___ _ ~-

1.3

I.U

- ., REMARKs :

-~:=_~MOISTURE AFTE-R 4 0.4'(5

Date Of- 6- ?< By !2/-f

·-ns

SOAK. WALTER LUM ASSOCIATES, INC •. , CIVIL, STR-UCTU-RAL, SOILS. ENGINEERS ·

' e

X l&.J 0 z ->-..... -(.)

..... U) <( _j a..

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8-872

PLASTICITY CHART PROJECT: ·~

LOCATION•

WAIAWA

'v.JAIAVA1

. INDUSTRIAL PJ:.~K (Pi-iASE_;IJ: ____ f.Q~~!~YS_ (LOTS 1-'1)

£~/A I OAH () /-lAWAII

90 ·-·- -

eo

70

60

CH

50

40

30

20

/ v

CL

v ~#zz / -

10

v / - -

0 0 10

v CL-ML / v

20 30

DATE o:- g -75.

- .. . -

ML.

40 50 60 70

LIQUID LIMIT

BY T2 1-~

11A1 LINE - "y v

/ y

v I"

/ v

MH 8 OH .

--. --

eo 90 100 110 120 130

WALTER LUM ASSOCIATES, INC. I . CIVIL, STRUCTURAL, SOILS ENGINEERS I

~

I· , /

."'

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T.AII.hUTTAL P'ORM


TO: Cot1fTJ~\Tl'Y. I-'L/\;;;n:;G. lilc;

I Suite ·~•JL. 700 ti::>hon St:r~et

lwno1ul i1, i 1<11' a:i i 9G{~1J.

Gentlemen:

WALTER LU~ EDWARD WATANABE


3030 WA!ALAE AVE., HONOLULU, HAWAII 96816 • T~L. 737·7931

DATE: October 9, 1975

Re: (~i\L'\~L\ lL.:JUS:iTIAL l'Ll.:...l\. .

.Fi<.!ld Dc·rJ:3:i ty Test I\eport

We Arc Sending You Herewith (J Under Separate Cover 0

--,--- Prints ,, Lo~ation Plan

'-'--A-- Field Density Test Results ___ Boring Logs

Z Laboratory Test Results .,.....,--~- Soil Report

No. of Copies Sets_:_2_ __ Sbe~ts __ ~

General Remarks:

____ Review and comment ___ Approval ~-- Signature -~- Your use and files

,for perioJ. e:1ding. Sept·:cmbt:r 26, 197~.

cc: llaw'n Dredging & Construction Co.

Yours truly,

WALTER Ll.iM ASSOCIATES, INC.

By __ ...,..._,.___,.._ ............. __

<:4

·4

e

e

e

1-675

~.

WALTER LUM ASSOCI"'•ES, INC. CIVIL, STRUCTURAL, SOilS ENGINEERS I

:-:-.\ WALTER LUM EDWARD WATANABE

EZRA KOIKE

3030.WAIALAE AVE, HONOLULU, HAWAII 96.8i6 TEL 737-7931

FIELD Pf:NSITY TEST REPORT

.. WAIAWP.:· .. INOtJSTRIAC PARK·-. -.(EHAS.E: ___ JL _ .. BOADW'AY. ~-.).


Ending. SEPTEMIOE.R ~ 19_::z5_ Sheet I of I Sheets

Fill Moisture ·Dry Standard Relative Date ROADWAY Layer* Content Density** Density** Compaction***

BOAD .... A CD ..

q-Cf-75. 4t 2.6. c. 94. I C)Cf. 95 .C:. -:+:1.5 . ....

Pl>AD A CD II 7 + 7&:; . .3'!:. 2.7.0 IDI. g II ?/DO

w~~~~~~m E.Bt:J.AO

'1- II ~7S . I 'f /1.1 }2.1.9 J 2.5 crtl-.

.'v.v'AIA'w'A ~(£ PF'F RdAD Cf- IZ -7:5 31+ ~.0 z l':t li.S 131.:3 12.5 7100

. - .. ..

q ..,.15-75 RC>~-~~0 (i) 0.21± 12.5 125.<1 JZS ?too

.. W..~IAWA. )(f) OFF' R6AO I I 32~(,.0 ., O.B+ 10.0 I 2.2-5

,. "18 .

CJ- Z.4-75 . RO~/so(!:} .5 14-j.. - 1.5 1241. I 2.5 1'i'

,, R_OI1Dt-· @ ... 0 t:.O. ·, ..5 /f . b.4 /Z.RI I' ?f00

---

cr- zb -7s -~96t5o~- li q_q /Z..S. 4 12.5 /00

...

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•• Density in pounds per cubi.c foot. Standard density refers to density as indicated by the ,AS n-1 Me ruoo, D 15.~ 7 -7 o ••• Tests iJJdicate the relative compaction of the· soils only at the test locations.

CJllndicates Tests t:l: I taken In the r<oAo w 1-\Y shown.

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_m (Pi-lASt }I. . Rf)/ID\ .. J,<\'(S t; LOTS i- q )

TABLE I A - S~Y OF LABORATORY TEST RESULTS

S£1.£CT BDRROW


DESCRIPTION


Sieve 1-1/2" 1" 1/2"-114

. 1110 1120 f/40 t/100

. 11200


Dilatancy Toughness Dry.Strength



CBR TEST (Surcharge -r.51 P~S.F.) Molding Moisture, % Moiding bty De-g.s:t,ty, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (ASTM D-155 7-70, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.)

· Optimum Moisture (%)

FROM HALAWA

2.3

BRN. CLAYEY .GRAVEL W/

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MA &L!1 3Z.6 25.f3. tE_O J.1..Q

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[25 /3

e 1 REMARKS:

--¥- NOISTURE A~TER SOAKED

Date q -23-75 By R .[L

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WALTER LUM ASSOCIATES, INC. I CIVIL, .STR-UCTURAL, SOILS ENGINEERS

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PROJECT: __ . WAJA'vJA I NDUSTRIA.L PARK

LOCATION' -· __ (Pf-IASf 1I. ROADWAVS S LOT 1-9_)

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80

70

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LIQUID LIMIT

DATE CJ~:Z4-75 BY R ~/.

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WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS ENGINEERS .

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90

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70

60

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GRAIN SIZE IN MILLIMETERS

GRAVEL SAND

COARS~__L_ FINE __ CO~~sq MEDI,UM j_ -~INE -''-----

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70

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MOISTURE- DENSITY CURVE ·(ASTM D-1557·70, METHOD D) . . ---

PROJECT I_ . WAIAWA .. . . (PRASE I[

LOCATION:_- 'WAfAWA

J!D_LJSTP.Ifi.L PAR\::L.: ROADV.IAYS J, LOTS 1-'1)

> E..WA 1 QAHU1

. f-IAWMI

AGGREGATE: ~~.,MINUS MOLD SIZE: '2.'i12x4.584 "t-Ile.~ HAMMER: /01.-BS .. iB "o~oi=' LAY~RS I 5 SAMPLE NO.: #z3

SAMPLE DESCRIPTION: BROWN CLAY£ V

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INDICATES TH£ APPROXIMATE LOCATION OF TEST "1 TM<.EI\l IN THE LOI 5110\.-Jl\l, FOR T£0T R£suLT.s, sE..r: rHE suMt·'1i\H'{ .

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TE.~T DAT~ s· FROfvi ~75 TO 1_-2.fo -75 --- --

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TO: Cm-JHUHITY PLAlWitlG,- INC.

Sui.te 608, 70IJ Bishop Street

Honolulu 1 Ha•,·aii. 9681J

Gentlemen:

WALTER LUM

I EDWARD WATANABE

EZRA KOIKE . WALLACE WAKAHIRO

3030 WAIALAE AYE., HONOLULU, HAWA_I_I 96816 • TE_L. 737·7931

DATE: FeLr1w ry t,, 1976

Re: HAIAHA INDUSTRIAL PAHK

Field Density Test Repott

We.Arc Sending You H~rewith Q

___ Prints ,. .Location Plan ~ Field Density Test Results

___ Boring Logs " Laboratory Test Results

~--Soil Report

No. of Copies Sets_-"'--Sheets~~~

General Remarks:

For period ending January· 21, 1976.

c.c; Haw'n Dredging & Construction Co.

·Under Separ~te Cover 0

---'-- Review and comment '----- Approval ___ Signature

_ ____X __ Your use and tiles ----------------~-----

Yours truly,


I j / I ' By _/{/ · /·::Z.~-/();~,{/{t-1-1)

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WALTER LUM ASSOCIA fES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I

,-, WALTER LUM EDWARD WATANABE

EZRA KOIKE

3030 WAIALAE AVE., HONOLULU, HA'y\IAII 96816 TEL 737·7931

FIELD DEN.SIJY TEST REPORT

.. __ · _· __ · _.'v./AIAWA .. INDUSTRIAL PARK


Endi"ng· JAf\.l YA~'{ . z_ I 19~ Sheet . of I Sheets ·- ...

Date Lot No. Fill Moisture Dry Standard Relative

Layer* Content Density** Density** Compaction•••

1-15~7( 4 CD " z1.2. · Cf8.5 loB 'fl 0±.

II A ® (') '+- z.t. q GjC;, 1 pI 90

1- 14~7{. 2. CD t3: 1'1.5 qs. 7 '1~ '1'=>

··-. ····-··

1-21-/b -z_® oi- 1'1.6 IOi. c1 I o o, 71 oo

.. ---- ..

·--. . . .

. . - .

. . - -.

. .

. . -- --

...

• Approximate depth below firilshgrade.

•• Density in pounds per cubic foot. Standard density refers to density as indicated by the AC:,"P•·I tv'lt/1~00 J D 15 S 1. 7 0 • • • Tests i.ndicate the relative compaction of the soils only at the test locations. e CY Indicates Tests tl: I taken in the LOTS . shown.

1-675

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TABLE I A ..: SUMMARY OF LABORATORY TEST .· RESUI,.TS __ . BORROW Ff\.OM


DESCRIPTION


Sieve 1-1/2" l'i 1/2" 114 .1110 1120 1140 11100 11200


Dilatancy. Toughness Dry Strength



CBR TEST (Surcharge - 51 P.~.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" 'Penetration

MOISTURE-DENSITY. RELATIONS OF SOILS· (ASTM D-1557-70, Method_) Dry to Wet ot Wet to Dry Max. Dry Density (P • C. F. ) Optimum Moisture (%)

REMARKS:

K.ANJ &t41J.t.1 tf:: 14 A U I G 1-lii/IJ '1

.. MOTTLt. GR _S I L:tY SA.MO . I,!/ G RL\\{E.{

fOO __ qSt;.. 11 1 -:1!1- 0 t;4. 3 5_1. (,

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t,*-· MO.! STURE CONT£NI AFTER. SOAKING '/,. - :_ ~ E- C..OM tv/eN 0 0 FF · S 116 P..>of2(2,ou) 1=-/ZLI fVf

:/.IIC..P.IN/~7 13(!; U5f'/b FOR.- f=-:1{..{_.,. JC..tJiott;(./,tJfft./!,4 -CIVIL, STRUCTURAL, SOILS ENGINEERS

- .. -- WALTER LUM ASSOCIATES, INC. I Date 2. "'4 - 70 By R ~

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PLASTICITY CHART PROJECT= ...... WAIAWA _ lNDUSTR1AL. PARK

LOCATIO~J,A.,JA\6\.._t_A )· E \tJA > OAH V ) 1-l A.\"it--.Jl

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0 0 10 20 30 40 50 60 70 eo 90 100 110 120 130

LIQUID. LIMIT

DATE 2..- 4 .., 7C:. BY . R 1-1

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WALTER lUM ASSOCIATES, INC. I CIVIL, STRUC-TURAL:- SOILS ENGINHR5

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WALTER LUM ASSOCIATES,. INC. . CIVIL, STRUCTURAL, SOILS ENGINEERS

TO: COHMUN:ITY PLAHNINC, INC •. ·.·

Suite 608, 700 :&is hop S tre.e t

Hq.!_lolulu, Hawaii 96813

Gentlemen:

WALTER LUM

I EDWARD WATANABE

EZR.A KOIKE WALLACE WAKAHIRO

3030 WAIALAE AYE., HONOLUlU, HAWAII 96816 • TEL. 737·7931

DATE: Harch 3, 1976

Re: WAIAWA DlDUSTRIAL PARK

FIELD DEI~SIT'l TEST REPORT

We Arc Sending You Herewith [i]

___ Prints L_ Location Plan

·-~Field Density Test Results -~~Boring Logs

x__ Laboratory Test Resui.ts ___ Soil Report

No. of Copies Sets~ Sheets. __ ~

General Remarks:

F'or February 26, 1976.

cc: Haw'n Dredging & Construction Co.

Under Separate Covet D

___ Review-and comment ____ Approval ·--',---- Signature -~-Your use and files

----·------·--·--·-·--

Yours truly,

'WALTER LUM ASSOCIATES, INC.

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,..-, ~ WALTER LUM EDWARD WATANABE

EzRA KOIKE WALTER LUM ASSOCIAt.ES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I 3030 WAIALAE AVE., HONOLl)LU, HAWAII 968i6 .TEL 737·7931


______ k./AIA.v.JA. l~lDUSTR!f-..L PARK.


Dt\lt.D fE P?5VAR'{ 2(, 19 ](.,. Sheet I of · Sheets

· Date Lot No. Fill Moisture Dry Standard Relative

Layer• Content Density•• Density•• Compaction•••

2.-Zf:.-?C:. I CD I /-t 2.A.g I o5. 'f /05 /'too

..

. -

-------- ·- ---


• •. Density hi pou·nds per cubic foot Standard density refers to density as Indicated by the

••• Tests indicate t_he relative compaction of the soils only at the test locations.

AST'M f-/l£'fH00 D-I$S7·70

CD lndlcatesTests :Jt I taken In the · LDf shown. ·

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WAIA\t-!A ... f}-IDUSTRIAL PARt'

TABLE I A - SUMMARY OF LABORATORY TEST RESULTS - 1<:. . BORRQI .... I FROM

KAMAHAMEHA HIGHWAY

SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION


Sieve 1-1/2" 1"

.1/2" /14 1110 1120 1/40 11100

. 11200

ATTERBERG LIMITS Air Dried or Natural Liquid Lim:it Plastic Lim:it Plasticity Index

Dilatancy Toughness Dry Strengt:h



CBR TEST (Surcharge- Si P.S.F.) Mo.lding Mois turEi, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0 .1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (ASTM D-1557-70, Method ___ ) Dry·to Wet or Wet to Dry · Max. Dry Density (P. C. F.) Optimum Moisture (%)

MOTTLED 13R SILTY SAf\10 VJ/GRAVEL

1) WET ro DR·{

Bb 31

e 1 REMARKS: _,;:-:---TEST-" RESULTS- PREVIOUS SUBMITTED Ot·J

---FEBRUARY. 4, 1'1-7(?

Date 3 - I - 7 f:. By R .IJ. •

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WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAl. SOILS ENGfNEERS

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TABLE I 9, . ,.. SUMNARY OF L_ABORATORY TEST RESULTS

SAHPLE NO. DEPTH BELOW SURFACE

DESCRIPTION


Sieve !" 1/2'' t/4 /110 1120 t/40 11100 11200

ATTERBERG LIMITS Aft Dt~ed or Natural Liquid Limit f

Plastic Li~it Plasticity Index

Dilatancy Toughness Dry Strei1gth


APPARENT SPEClFIC GRAVITY

CBR TEST (Surcharge-51 P.S.f.) Molding Moisture, % Holding Dry D~nsity, P.C.F. S\.,rell upon saturation, % CBR at 0.1" Penetration·

LOT 10 LOT (a

MOTTLED BR CLAY __ .. REDDISH ... BR .. W/C.ORAL

· ___ CLAY . .. ~ GRAVEL ' - .. ·-- ~ - - ..

NAT!..JRAL

5:1.· 2.S 31

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EXPANSION TEST (Surchatge-1 P.S.I.)** 2,.'1 2.4 ~1 rtoldinr, Hoisture, %

Dry Density, P.C.F. Swell upon saturation, % Water Cont~nt (after test), i.

REHARKS: * Water Content after soaking.

'l6 . .2_ 0.1

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** 2.375 11 diameter x 1" hip,h; 1 cby soaking. Remolded, compacted @ AASI!O T-180.

Date ,3-1-76 ny e. H ..

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PROJECT: WA.l ~\Wf\ 'NQUS"TP\\l\L ?1\R\'\

LOCATION I W/\LP..WI-\ I EWA, OAI--\U I \-\[~~A11

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LIQUID LIMIT.

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100 110 120 130-

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS ENGINEER-S

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120

110

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PROJECT ~--J,..IAIAWA INDUSTf-7iAL PARK

LOCATION= hiAIAWA , E~t..tA, OAHU, f-IAvJAtl

SAMPLE NO.: SAMPLE DESCRIPTION : __ t-.:lOTTLE.D BR. ~ILlY

SAi'l 0 \A/ I G RAVf: L

' . It

AGGREGATE: 3/1.1 MINUs MOLD SIZE: c,l;.._,yA ~B"' ''HI& I

HAMMER: fDI_P,~>. I IS"DR6P

LAYERS : ~--:-=!::>~-<'----. BLOWS: Z-6 I L-A '(EA2 ...

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0 10 20 30 40

WATER CONTENT (Ofo)

!50 60

WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL, SOILS ENGINEE!lS

... - - . -·---- .. ----- -- -------- -----

DATE 3 - I - 7 f, BY 'B- 1.~

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WALTER LUMASSOCIATES, INC. / c"IViL. STR-UCTU~AL: SOILS fNGINflRS '

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TRA~SMITTAL POIIIIM


. TO: _ COHHlllUTY PLAHNING, WC.

Suite 603, 70.0 Bishol> Street

Honolulu:t Hawaii _ 96813

Gentlemen:

WALTER LUM

I EDWARD WATANABE


30_30 WAIALAE AYE., HONOLULU, H_AWAU 96816 • TEL. 737·7931

DATE: }1nrch 12, 19 76

. Re: Hf.IAUA INJ.'CS'J.'RlliL ?ARK

FIELD DE~~3TTY TEST RSPOR'l'

We Arc Sending You Herewith [1]

--,---'--Prints :..lL_ Location Plan

_· __ ;:;__Field Density Test Res~lt!; ___ Boring Logs

X Laboratory Test Results ___ Soil Report

No. of Copies Sets_---Z___ Sheets __ _

General Remarks:

For period endi.ng l:·iarch 9, 19 76.

cc~ Haw'n Dr~dging & Constructlon Co.


____ Review and comment Approval

____ Signature ::-: Your use and tiles

Yours truly,


··: . 7 o' f

r-J J rj /., fA,' By :: /.. / , -1~ . I. ~ "''/'" ,c /i/.7

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'~ WALTER LUM EDWARD WATANABE

EZRA KOIKE

.!"""\

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEER$ I 3030 WAIALAE AVE., HONOLULU, HAWAII 968i6 TEL 737-7931


--~---.:. __ .J61A !AWA . I N DUST R !,<1..r Pfl.RK

. Field Density Test Results as follows:

Ending M ~ RC.I·\ 1 . 1 19.Jb Sheet _r_ot Sheets

-Fill Moisture Dry Standard Relative Date Lot No. Layer• Content Density•• Density•• Compaction•••

1,-27~ 7C. I CD I t± 2-4.7 9 f:,. (:, Cf5 '1100

3- .'l -.7/; I @ o'± 1-C:..S 14 . .5 '17 '17

. -

- .. - ~ . - . -

. - .

. . •. '

. - ...

..

... ..


• • Density in pounds per cubic foot. Standard density refers to density as indicated by the ~ STH tv'l E 11-lDD D -1557 - 70 • • • Tests indicate the rela~ive compaction of the soils only at the test locations: e <D Indicates Tests # l . taken in the LoTS .. shown ..

1-675 e (),v ~uj I . / ~ i -~- . _ c c '?J '/ I .BY · .,;---0_."' ·. ...../ /.- c · _ _,__c.· ... ..__..

.......

l

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..... -------------0 ----·---------------.WAIA\/\IA I NDU~TR \f.t PA.RK

BORING NO. SAMJ?.LE NO. DEPTH BELOW SURFACE

DESCRIPTION


Sieve ,l,-1/2" 1" 1/2" 114 1110 1120 1/40 lliOO 11200

ATTERBERG LIMITS

T~LE l

Air Dried or Natural Liquid Limit Plastic Limit P las ti city Index


· UNIFI~i> SOIL CLASSIFICATION


CBR TEST

- SUMMARY OF LABORATORY TEST BORI~O\'J

FROM CANE-PAUL RQtlD

SROWt--1 . Sl lT'(CLAY

AIR DRY ~(

.31

~

!' .. LO\-.t- Rt-·n fJ

M~n- r..._;-,~c;

t'1f.01 VM

Cl-l-Ml-1

2. s cr

RESULTS . BORROh'" FROI'-1 NEwTOWN SITE .. D''

BROWN .s1 1.:\'{ cu..,y

NAl!!R;\l ~0

.32

28

S Lo.'vJ ~. RAPlD

. ME.D- S Tl tT

MEQJV-""

t-1/j

'> G.j L.. . I I

(Surcharge - 51 P. S. F.) Molding Moisture,%· Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

. I '* 30.033.0 ---- ?(C., 132.31( ___ _

MOISTURE-DENSITY RELATIONS OF SOILS (ASTM D-1557-70, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P. C. F.) Optimum Moisture (%)

. 9~./.

~ S....E

A f/PY 7'(1 VI f. I

95 2,1

q S.?:> --0·1 ----~-------

. L.t:: 0

8. DR'{ l-r) '\!. ~ T

11 --2.] -I REMARKS:

,1{--MorSTORC . C.Ot,.rT£:~11- .A.F-rER . SOAK\ NG-

Date 3 - I 0 - 7 f. By R. H

775

WALTER LUM ASSOCIATES, INC., CIVIL, Sr'RUCTURAL, SOILS ENGINEERS .

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.8-872

PLASTICITY CHART

PROJECT_~_ . WAIA.VJA . INDUS TRI~L PARK

LOCATION I-- W.A rA.WA ) £"''A. } .OA H rJ. ' 1-l AV-./A!I

-----90

eo

70

60

50

40

30

20

10

.. -- v. 11A' LINE 'y

--- - v /

v ~ CH

/ v

V. i

CL 1/s I

PRRO\ b'_ FR. Ql"'\ c t·t.JE.J! "·.UL f 'D. v ___ J:2Q! !"ROW FRO~ 1 r·./[V.. TOWN _SJ.TI,, ~· ~

/ v MH .8 OH

-' v CL- ML / ML v I 0

0 10 20 30 40 50 60 70 eo 90 100 110 120 130

LIQUID LIMIT

DATE 3 -_10 -7b . BY. R.H WALTER LUM ASSOCIATES, INC. I CIVIL, STRUC.TURAl. SOILS ENGINEE_RS

....... -:-.. \ . ....-..., ~--~~------------- -----------------~~--~

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MOISTURE- DENSITY CURVE fASTM D CD 1557-70, METHOD B_) PROJECT I . WAIA'-".IA. INDUSTRL!l,l PARK

LOCATION \_'d_~L~'vJJ)., , E WA , OAI-IU, HAWAii ·- . ,, ... ,.

SAMPLE NO.: BORROW 'FROM ~\E'v-JTOWH SliT D SAMPLE DESCRIPtiON: -SHOWN. SILTY CLAY

II

AGGREGATE : ~ H !NUS .. _ MOLD SI·ZE: 4 i:Px.;.r551: ,.H !GH HAMMER: /Ot.-fY: .. J 1$ prop LAYERS I .e:; BLOWS:. 25 /LAY.~r<.

130 " . . ..... - . . . ...... - ~ -~

120 ~---4----~----+-~~~--~--~4-~--r---~----~----+----;~~~

110

0 e 1

~ 100

IOOiJ1-. . - .. -cct-11\. 'l ~lu:SOLAJR I VOl D I C. uR.vi ~

e1

" -77 "'.,

>- 97 t-(i) ffi Cj z 0 90

~ 81 c

BZ. 80

'15%

85~~-'--,_,_ .. · .. I I. IH~ K -- '· -. - . . . . - ~. ·- . -

E ~II "'I .. ~ 'ii" ~~

~- ~ ~

701 I I I HJ 1~1 ~!~!~I I I I I I 'j ~~ ~~~ - \{) <:) \{)

Q 'J <'ld ~ '

~ D,_

601 . . I - _, t _ I I 101 0 10 20. 30 40 !50 60

WATER CONTENT (o/o)

-~~~T~~R~~r!R~ts~~~A::~t'N1E~~~ I -··- ·---·-- ------- -·· ·-----...., ---~--

DATE 3 -(0-:: 7(. BY R. H

. . j

•

e I

e

"-77r::.

/,.-...,

--------------------~-/-·~.,

·MOISTURE- DENSITY CURVE (ASTM 0•1557-?Q, METHOD~) . . \/. If

AGGREGATE : /4 "1\ I r.Jv S MOLD SIZE : "l Cbv 4 :;pd li'<,f-1 HAMMER: I 0 kf.C.,. IS 't:JRoP

PROJECT!__ WAIA\.J.6... I NPUs-rP .. IAl. d _PAHK

LOCATION: W/iJA.""IA, EWA, OAHU) ...1:-lAJ."J!\! I

SAMPLE NO. : BORPOW FROM CAN[ ~IAUL RD. SAMPLE DESCRIPTION: BROWN SILTY .. C.LAY.

·LAYERS: 5

130

120

110

-l.L o. 0.: 100 ->-t- qs (f) z

·l&J c 90

>-a::

too1o t

CfS1o [X ·-· -··

- -

--

... -

z ERQ _AI_R

) rs PECJFI r GF

f\

1 'I

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J f\ . c sc. 0~ ~ --·· .. -· ~- -- - .:..__ ~

Bl 80

70

60

0

~5Z ""} . -

10

DATE 3 -/ 0 - 7 (, BY _ fZ. 1-L

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(< ! 3 --r:

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20 30 40

WATER CONTENT (0/o)

BLOWS: :Z.t;;_/LA.'Irc.t·

' - - - -

--

VOID CUR' :E AVII't 2..~ 1 ··---··

··-·-

-.-

!50 _60

WALTER LUM ASSOCIATE.S,INC., civiL:: SiiluC:ruR'Ai:: sc)li:s ENGi'NE.Eiis-

-·---- ·---- ··---···- ----------· --·-----~

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TE"5T DATE.~-- FROM

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I 1-.JD\ C. A1E.~ T~\1:.. A PPRCY.I ~Alt. LOCATION

6F IE. 'Of "' Il-l I HE. LOI 5 H0\\.1 N FOR TE.SI Rt.5Ll\...1''S 1 Stf- THE. SVMMAR.y.

E.5flM AlE.. D . C..VT ARe A.

TE.S'T _LOCAtiO~ _ SKE-T.(J:L

NA IAY'JA IN DU SIR IAL E8J3.K _WA_IAWA l- E. \-\JA 1_0AHU, HAWAI l

.w~L!_E~L~~--~_s.sc:>~'~TES.~ ~~c:. I CIVIl. STRUCTURAl, SOilS ENGINEERS

.. -····- --------- --------- - -------

Z-: 2 7- 7(. TO 3- 'j-7 (,

' ' '

Transmittal Form \\.-_~/ *5-'?besA 76 ().?'If'/ ~)

coM M UnK.bf~~~~~'~?~·N N .. 1 N G. _1 N .,c. ,C;ONSULTANT PLANNERS • -CIVitteNGINEERS • ~~~j:~)lt.$.. 11 ~$

700 BISHOP ST., SUITE 608 ·HONOLULU, HAWAII 96813 PHONE 531-•m2

Arn 22 8 26 ~H '76 oEPT. oF p.,n·i~lo ~o~w ..

TO: .... M.r ...... Ku.Ll:!ii.Y.il.S.b.i.d.a. ... _ ............... - ....... ::. ~.\ . ··

3~~,\TE: .. )\.P..r.i.J ..... Z.L ... .l.9..Z.L .... . Director and Chief Engineer

............. ,D:e.p.a.r..tm.en:t. ... o.f. ... P..u.b.l.t..c ... W.o.r:.k.~.:--·······•······· City and County of Honolulu

.............. H.o.n.a.l.u.l..u ...... Jia.w.a.i.i ..... _ ...................... -......•........

.-••• -•• _ •• -••• -....... -... -......... : .. ~-·-····.-.:·:-·:·-:····-·-·········.··-i·······•·:·········--·-·.; ...... -•. _.-....... -.. -..... -............ ·.;._.:-.-

Gentlemen:

RE: .... W.ai.a.w.tL..lnsi.us.t.rJ.a.l .... P..a.r..K b f ~a; ~51 -;- 1 o o b ................................................................

•... ~.9.i..~.W.9. . .J. •••• ~~g .. , ..... Q.9.b.Y ... .,.· .... -... -.......... -.... · .... · ........•... , ..•.................

We are sending you herewith 1iJ Under separate cover D

I No. of Copies I Description or Remarks

1 Grading memorandum by Walter Lum Associates, I~c. dated Apr i1 1 2 , 1 9 7 6

General Remarks:

For your files.

0 Mail

rn Deliver

0 Pick-up

Grading has been completed in accordance with the approve~ plans dated November 21, 1974.

Very truly yours,

COMMUNITY PLANNING, INC.

··u.

~;.u engineering division of...grain,..size analysis (% passing) sieve fyz" 1" 1/2"...

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