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. MOMILANI SUBURB UNIT XIII - PRELIMINARY SOIL REPORT (for residential development)

MAi~ANA·ti~ & WAlMANo., EWA, OAHU, HAWAII

TAX MAP KEY: 9-7-24: l

To: PARK ENGINEERING, INCORPORATED

By: WALTER LUM ASSOCIATES, INCORPORATED CIVIL, ·stRUCTURAL, SOILS ENGINEERS April 17, 1968 ------~-· . ,

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINE-ERS

PARK ENGiNEERING, INC. 1149 Bethel Street, Room 710 Honolulu, Hawaii 96813

Gentlemen:

I I

WALTER LUM EDWARD WATANABE

EZRA KOIKE

3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • PH. 777·931

Aprll 17, 1968

Subject: Momllani Suburb Unit XIII Preliminary Sol 1 Report (for residential development) Chapter 23, Revised Ordinances of Honolulu, 1961 As Amended

In accordance with your request, a preliminary sol 1 exploration was made at the proposed residential development site for the Momllani Suburb Unit . XIII at Manana•Uka & Waimano, Ewa, Oahu, Hawaii, Tax Map Key: 9·7·24:1.

From the field exploration and laboratory test results, it is our opinion that the site may be <Jeveloped for residential housing. Houses can be supported either directly on stiff existing ground or· on properly compacted fills constructed from suitable on-site soils.

Unforeseen or U!ldetected conditions such as soft spots or seepage water may occ~r in localized areas and will have to be adjusted and corrected in the field as they are detected.

All earthwork sho~ld be done in accordance with the requirements of Chapter 23, Revised Ordinances of Honolulu,· 1961 As Amended and the recommendations contained herein.

The report includes a Boring Location Plan, boring logs, laboratory test results and recommendation~.

EK:vi

Respectfully submitted,

WALTER LUM ASSOCIATES, INC.

c ·~ ~ Ezra Koike

Professional Engineer Hawaii No. 1450

SCOPE OF EXPLORATION • • • • • • • • • • • • 0 • • • • • • • •

Page

1

PRELIMINARY FIELD EXl'LORATION • • •.• • • • • • • • • • o • • 1

LABORATORY TESTS . . . ~ . . . . • • 0 0 • • 0 • . • • • • • • •

GENERAL SITE AND SOIL CONDITIONS • • • • • • • • • 0 0 •••• DISCUSSION AND RECOMMENDATIONS • • • • II 0 •••••• • •• • •

PROPOSED SPECIFICATION FOR EARTHWORK

APPENDICES:

Ae BORING LOCATION PLAN • Figure 1

B. LOOS OF BO)liNGS - Boring Nos. 1 thru 15

c. SUMMARY OF LABORATORY TEST RESULTS • Tables IA and IB

D. PLASTICITY CHART

E. MOISTURE-DENSITY CURVES

F. LOGS OF BORINGS FROM MOMILANI SUBURB UNITS XI AND XII

G. GENERAL TESTING METHODS

a. LIMITATIONS

2

2

3

MOMILANI SUBURB UI~IT XI II • PRELIMINARY SOIL REPORT (for residential development) · -

· MANANA•UKA & WAIMANO, EWA, OAHU, HAWAII

TAX MAP KEY: 9-7-24:1

SCOPE OF EXPLORATION

The purpose of this exploration was to determ_l[le general soil conditions

of the proposed site, Momilani Suburb Unit XIII at Manana•Uka & Waimano,

Ewa, Oahu, Hawaii, for residential development.

This report includes preliminary field e~ploration, l,!aboratory tests and

recommendations regarding the soils at the site.

PRELIMINARY FIELD EXPLORATION

Fifteen borings were mfl,de at the site. The locations of these borings

and eight nearby borings made previously for Momilani Suburb U.nits XI

and XII are shawn on Figure 1, Boring Location Plan. Descriptions of

the underlying sot ls are shown on Boring Logs Nos. 1 thru 15. Also

attached are the logs of five borings made for the Unit XI soil report

and three borings made for the Unit XII soil report.

Borings were made with a 3-ino diameter auger using clay and rock•type

bl ts. Sol 1 sanip las were recovered with .. ,. standard sp 1 it spoon sampler

and 2-in. thin-wall tube sampler driven with a 140-lb hammer falling 30

inches.

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Soil samples were visually identified and tentatively classified in the

field. In the laboratory, they were subjected to appropriate tests. The

field identifications and classifications were then reviewed and modified

to conform with the results of the laboratory tests in accordance with the ·

"Uni fled Soil Classification System."

LABORATORY TESTS

Laboratory tests incl\Jded: natural density, moisture content and unconfined

compression; Atterberg limits; specific gravity; gradation; AASHO Tal80-57

density; expansion and CBR•

A list of the standard field and laboratory test methods used for this

project is given in the Appendix.

A summary of the laboratory test results is given ln Tables IA and IB.

GENERAL SITE AND SOIL CONDITIONS

·The project site is located about 1500 ft northeast Of the intersection

of Waimano Home Road and Komo Mal Drive. The site is generally bordered

on the north by Waimano Home Road, on the southeast by Momllanl Suburb

Unit XI and on the southwest by Momilanl Suburb Unit XII.

The site is an abandoned cane field covered with grass and scattered

sugar cane. The existing ground generally slopes down southwesterly

at about 5 to 15 percent grades with steeper sections in localized areas •

.. 2' -

\,

A natural drainageway crosses the central portion of the site and generally

slopes downward from north to south.

From the field exploration and laboratory test results, the soils at the

site may be generally described as follows:

A surface layer about l to 10 ft of mediwn to stiff, reddish-brown

silty clays underlain by stiff to very stiff, reddish• brown and

mottled brown, silty clays with decomposed rock to about 10 to 16

ft, the depths drilled.

Water was not noticed within the depths drilled during the field explorations.

For more detailed descriptions of. soils encountered,. refer to the boring logs.

DISCUSSION AND .RECOMMENDATIONS

In general, the proposed grading at this tlme is to use cut or fill slopes

of less than about 15 to 20 ft ln height.

In the opinion of the SoU Engineer, tl::te on-site sol ls, ln general, have

sufficient strength to support the flUs and the light residential struc•

tures proposed, provided the site is cleared and grubbed, drained and soft

· spots are reJiloved.

Unforeseen or undetected conditions such as soft spots or seepage water

may occur ln localized areas an4 will have ~o be adjusted and corrected

ln the field as they are detected.

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Fills

In general, the onasite ~olls are suitable for the construction of

the proposed fills. The construction of the proposed fills should

be done as required by the F.H.A. Data Sheet 79-G; Revised Ordinances

o( l:lonolulu, 1961 As Amended; and as recommended below:

1. Topsoil and stockpiled soils should be either (a) strlppe4

to stiff natural ground or (b) scarified and r:ecompacted

before the ·placement of fills.

2. All hard surfaces alo.rtg existing access roads should be

scarified down to stiff soils and recompactecl to match

the density of the surrounding soU.

3. Where flUs are proposed, the bottom and the sides of

natural dralnageways should be stripped down to stiff

natural ground or scarified and recampacted before the

placement of fills.

4. Subdralns and laterals should be placed along drainage•

ways before the placement of fills. The final locations

of subdrains should be determined ln the field after

clearing and gr(lbblng. '·

s. All fi Us should be constructed ln approximately level

layers starting at the lawer end and working upward.

6. All fills should be 1ald ln 6•ln. compacted layers wlth

·a relative denalty of at least 9~ of AASHO T•l80·57

density.

·· .. ·: .. ''·

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Slopes

Cut and fill slopes of 2 horizontal to 1 vertical or flatter should

be used.

Slope adjustments or otb$r precautions may be necessary if seepage

zones or soft spots are encoUntered in localiZed areas.

For protection against erosion during construction, it is recommended

that runoff water from rainstorms be controlled by berms or other

approved methods.

the surface of fill slopes should be compacted with a sheepsfoot

roller or by cat•tracking.

Slope planting is recommended on cut and fill slopes to minimhe ·

erosion.

Foundations

If earthwork is carried out as specified, the stiff natural ground

and properly constructed fills should develop adequate bearing values

to support the proposed light residential structures. Recommendat,ons.

for foundation construction are as follows:

1. For light residential structures, conventional types of

house foundations such as slab•On"'ground construction or

post-and-beam construction may be used.

2. Bearing values for a given s_oil usu•lly vary with the s'ze

and depth of th8 footings.· . For light residential structures,

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bearing values of 1500 p.s.f. on compacted fills and 2000

p.s.f. on stiff natural ground 1114Y be used.

3. Because of the downhill creep effect of soils on a slope,

some settlement may occur near the tops of slopes. There•

fore, for slopes of about 15 ft or higher, buildings should

be placed about 15ft from the tops of slopes. This-dis•

tance may be reduced for lower slope beights, e.g., 10 ft

for 10-ft•high slopes, but in no case closer than 5 ft

from the top of a slope.

4. Construction of retaining walls on side slopes should be I

avoided unless the underlying materials are very stiff or

hard.

5 .. Good surface drainage .a:way from the foundations of the

proposed structures should be maintained.

Roadways

In general, a rough estimate of the roadway pavement thickness for

the llght residential traffic anticipated is -as follows:

1. Wearing course - 2 ln. asphaltic concrete.

2. Base course - 6 ln. base course over a prepared subgrade.

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Local adjustments regarding subbase requirements can be made in the

field in accordance with th~ design standards of the.Clty and County

of Honolulu as the various soil conditions are encountered at subgrade

· levels.

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It is recommended that subgrades be compacted and shaped to drain.

To avoid the ponding of water and softening of the subgrade at low

points, weep holes should be placed at subgrade levels thru the

walls of the catch basinS which are placed in these low areas.

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.PROPOSED SPECIFICATION FOR EARTHWORK

MOMILANI SU~URB UNIT XIII

General Description

This item shall consist of all clearing and grubbing, removing· of

existing structures, preparing of land to be filled, excavating and

fllllng of the land, spreading, compacting and testing of the Ull, an4

all subsidiary work necessary to complete the grading.

Clearing, Grubbi_ng and Pregaring Areas to be Filled

All vegetation and rubbish shall be removed and disposed of, leaving

the disturbed area with a neat, debris•free appearance.

All vegetable matter shall be removed from the surface upon which fill

is to be placed. All topsoil and stockpiled soils shall be (1) stripped to

stiff natural sround or (2) scarified and recompactecl before the placement

of fills. All topsoil encountered at finish grade shall be scarified and

recompacted.

All hard. surfaces along the existing access roads shall be scarified

down to stiff solls and recompacted to match. the density of the surrounding

soil before the placement of fills.

Where fills are proposed., all loose material atong the bottom and the ·

sides of natural drainageways shall be stripped down to stiff natural

ground and recOllipacted to match th~ density of· the surrounding soils before

the placement o~ fills.

· Subdrains and laterals shall be placed along natural drainageways before

the construction of fllls. The final locations of subdrains should be deter-

mined in the field after cleating and grubbing.·

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. . . ·- ----- --· _____ .,:. __ -·-------·------------· ___ _;___~-· ----'-_:__ __ ' __ '

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\lhere fills are made on sloping areas steeper than 5 horizontal to

1 vertical, the ground at the toe of the slope shall be benched to a

generally level condition. As the fill is brought up, 1 t shall be con-

tinually keyed into the stiff natural ground by the cutting ~f steps into

the hillside and compacting the fill into these steps. Ground slopes

which are flatter than 5 horizontal to 1 vertical shall be benched when

considered necessary by the Soil Engineer.

Materials

FlU materials shall consist of on•s.i te soils approved by the Soil

Engineer and identified in the soil report accepted by the F.H.A. The

soils shall contain no more than a trace of organic matter and no partl•

cles larger than 6 ln. in diameter. Also, it shall contain no more than

40% gravel (14 sieve to 3 ino sieve sizes) and no more than 10% cobbles

larger than gravel and smaller than 6 ln. in diameter. Fill material

placed in the top 2 ft of fills shall contain no more than 30% gravel

and any material larger than gravel.

Placing, Spreading and Compacting Fill Material

The selected fill material shall be placed in level layers which;

• when compacted, shall not exceed 6 inc.hes. Each layer shall be spread

evenly and thoroughly blade-mixed during the spreading to ins\.are uniformity

of material and moisture content within each layer.

No rocks o:r cobbles shall be allowec:l to nest and all voids between

roclcs must be carefully fillec:l 4ncl cOmpacted with SI!IAll stones ()r earth.

- 2'-

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When the moisture content of the fill material is below that specified

by the Soil Engineer, water shall be adcied until the moisture content is as

specified and assures a thorough bonding during the compacting process.

When the moisture content of the 11taterial is above that specified by

the Soil Engineer, the fill material shall be aerated by blading or by other

satis.factory methods until the moisture content is as specified.

After each layer has been placed, mixed and spread even~y, it shall be

thoroughly compacted to not less than 90% of maximwn density in accordance

with AASHO Test No. T-180-57 or other comparable de~ity tests. Compaction

shall be with sheepsfoot rollers, multiple•whe.el pneumatic-tired rollers or

other acceptable rollers which shall be able to compact the fi U to the

specified density. Rolling shall be accomplisbea whUe the fill material

is at the specified moisture content. The rolling of each layer shall be

contlnuou$ over lts entire area and the roller shall make sufficient passes

to insure the obtainment of the desired density.

Field density tests shall be made by the Soil Engineer of the compaction

·of each layer of fill. Where sheepsfoot rollers are used, the soli may be

disturbed to a depth of several inches. Density readings shall be taken as

often as necessary if the compacted material below tbe dlStllrbed surface as

determined by the Soil Engineer. When these readings lridicate that the

density of a_ny layer of fill or portion thereof is below the required 90%

density, that layer or portion shall be reworked untu· the required density

has been obtained.

The fill operation shall be continued in 6-in. compacted layers, as

specified above, until the fill has been brought to the finished slopes

and grades as shown on the accepted plans •

.. 3'. ·.

Excavation

Suitable. material from excavation shall be used in the fill and all

unsuitable material from excavation shall be disposed of.

Unforeseen Conditions

If unforeseen or undetected soil conditions such as soft spots or

seepage water are encountered during the field operations, corrective

measures shall be made in the field as the~ are .detected.

Soi 1 Engineering _Services

The Soil Engineer shall observe the filling and compacting operations

and make necessary tests in accordance with the specifications.

Rainy Weather

No fill material shall be placed, spread or rolled during unfavorable

weather conditions. When the work is interrupted by h~uivy rain, fill

operations shall not be resumed until field tests by the Soil Engineer

indicate that the moisture content and density are as previously specified.

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F! GURE. \ · .. BORING. LOC.ATION PLAN

MOMlL Nl 506UR6 UNIT .. t:1ANANA • UKA § NA!H.A..NO . E.WA , OAHU , t\AWA\1

"TM MAP KE.'t: !) • 1 • 'Z4: I

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS ENG.I.N.EE.RS

_APRIL. l!>"&

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WAltER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

Boring Log BORING NO. l Sh:eet No. of ---

PROJtCT __ ___;l'--1~-;;.;,0;.;..tv1..;., .. _.l_L..;.A..;..N...;...:.!_S_U;_B;;;;..;;;.U;,...R.;;.-.;:;B__,;i.J;..;N..;._lT....;..;;;;:X;;::!I;;::I_-- Driller WALTER LUM A~~()C. Date MAiU.H 1, l~r..a

LOCATION I-1AI-IANA-UKA .f WAIMANO - -Field Party- MAE:-?1-!Hi~O, ~AM FONC::t - AU<'-t:r::>(ji"'D61l..E. '\ ., ..

OA~U, '-lAWAll · · .. ----Type of Boring Cl~MI~U·T-EMA"YDiam •. __ _.::::v;,..._ __ _

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Drill Bit CLAY 131T Datum --===---

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WALTER LUM ASSOCIATES II 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 7.77·931

Boring Log PROJECT 1--'!0MILANI S_UBURB UNIT J?Jil

... BORING NO. '1 Sheet No. of ---­

Driller WALTER LU'f-.11 A~Oc. Date MA!<:~I-I 4, 19&.8

LOCATION __ ..:,M..::A:::..:t-J~A~N:.;::A:::....:,'-..:::U:..::KA::::_..:'iL..' _.:_IN::::A;:,;,l..:.;.M.:.::A::,.:N..;:,;O:::,__' __ Field Party MAE.S~I~O, SAM FON6 AU ~Mo&ll..E> ;) a"

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.-MEDIUM, !lARK KEDP/7W : E>ROWt:J, ~ILT't CLAY · ,....

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WALTER LUM ASSOCI~TES I 3030 WAIAlAE AVENUE • HONOlUlU, HAWAII 96816 • PHONE m-931

Boring Log

PROJECT

LOCATION-

BO_RING NO. . 3 Sheet No. of ---

. MOMILANI SUBURB UNIT :xm: --·Driller WALTER LU:M A~Oc_. Date MA~C.I-1 14. 19(:.8

MANANA- LJKA § j.A.jAI MANO Field Party MAE.<SH II<:.D <SAM FON6 AU L.c;,.,/1-'108¥ .. '\ -::~."

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WALTER LUM ASSOCIATES fl 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 o PHONE m-931

Boring Log 4 BO_R_ING NO. Sheet No. of ---

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* E.L£VA liON co!o'TIMATE.D-. FROM -~TOU!i:. PLAN·-

~-o£

:o~--j ...

·-I

·---

&' ·-·-' -

......,

i-'

I~

-

;._

:...

.L

15' 7-:-

·:-

;

'

4 .;.A 1.1& ?>'L 81 41'-0 -

'

'~ ~

~ 4-;.e ttt~ . ~'" e.? l'l.4Bo

' -/

' '' i i ! :

4-C 118 ~1 9'- 1}980 -

PENETRATION DATA . -'1-"0.D ... •

-- Tl-IIN ~AI...l­

iU !?>E. ~M I'L.EIC BICIWa Per Foot o 10 20 30 4o t3L.DW~/ D.&'

4/ I 5; ''L· /·S /.E:/ · /.5

14/ 0 "1..5/ 1

/.£:, . . /.6

! •

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 o PHONE m-931

Boring Log PROJECT HOMILA"ll. SUBURB U!-.Nr .xrrt

I BORI_NG NO. 5 Sheet No. of ---

···-Driller "'lAL1'.E.R LUM A??tt. Dete MARCI-l IE>, '''8

LOCATION MANANA- U KA 4 INA. I t-i\At--10 -

Field Pertv NE.L$0N, Bo..:t D. GL.O~L A (. MOSI~ :'\.. .,._.,

Type of Boring UbS.R lo'\l~o~u»Mt. .. .olem. __ ..:::;.._.;.__ __ __ EI-'-JA, OAI-IU., I-lANAI!

HAMMER: . IM K _! 9-1-U1'. I _........._....__........,..=:.;,;;::.,.:..:;,......,;..;~:..:..:;...t.;._...:.:.::;~..:..:,.;:;....._....._ __ ....... _ Elev. ------.,.;4.;,;.1;:..:;j.,.:::t;....~.,....,...-- Detum --==----

Drill Bit C. LAY- BiJ ' 140~ Weight

Drop 3011 ' , .

SAMPLER: . '1." o.D. TI-l IN ~ALL TUBE.

_ ___...____;;..;;_ ____________ w-= NOT tiCEDI

~ DESCRIPTION · :£

!::LEV. = 4 I 0 I :t "'~. -0!

--MEDIU~ iD ~TIFF ! REDDI~ BRDlrJN -~ILl/_ CLA/ ·- _

'

._j '-

:, -

~

.Sl

I ' '

i : :--· 411 ff 10 VEl</ ~TIff --:. I?Chn Ll I Bt:::'OLIN ;_ :. 1\c::.vvbH '" .N _ '

-~1-71LT1 .. C.LA/.___________ . r-

I

.,11 Ff 10 VER't ~TIFF . ~ BRD!--JN

., ... Ll' -7 CLA'~ -! 'J &.-! I . - --

:;.....

:-

! i

~ELEVATION E$11 MATE.D. __ i · .FROM C.OHTOUR PLAN

·--

! 1

I r v r--

~ ~ e; -c. '- ' 'Z.' - i 10,4« -

~-

l 5-D '- · .:>4 ,..... 11,440 ..

''

'' ' '' I'

i i

PENETRATION DATA '1" o.o. ' TUIN WALL TUI3E. 5AMPL.B1:.

Bl-• Per Foot o 10 20 30 40 BL.Oiool5/D.&'

·8/ ,-· 16.1., /.& .. /.&

lb/ ' '2.8/.. /i& /.5

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 o PHONE m-931

Boring Log iloRI_NG NO. "' She_et. No. of ...,.,....--

PR0JECT __ _..;;;.;tv1~0..;_M~I.;;;..LA~N..;_I _..;;.S.;;;..U..;:B;.;;U;.:..R.;;.;B.;;;..··___;U;..;.N..;..I;..:T---:=X=IU;::....__ Driller WALle.~ LUM A~~O(.. Dete MA~C.I-l I, l~t..S

LOCATION _MANANA-UK.A 4 NAII--1AND Field Party t-1\AE~I-lt~D, !,AM FoNG.

AL!6E r<:./M06t u: '\ 3'' .. E.WA, OAI-IU 1

f.iAv-lAII Type of Boring Lt-1 1"'"1t:MAI:\/Diam. __ ..,._:;,_ __ _

HAM--M-E-R: ___ ;;;;..T.:..;;I~;;;;;K~: -~~-;;...:,~.-'1..;.;4..;..;;..;_1~.:....--...;.....-_ ..... -- Elev. ·-.· -.,...,....,~:;_l.:..;1::..',.::t~""=---- Datum _ _..;:==----Weight __ ...:...;~4;.;;0_'* _____________ ~Dr~III~B~It_:·~=--~·· ::"~=·=B=I;:T==--r---~----:----

30 • Water Level NOT I-I or j(: . ."e:D Drop ___ :;..;;..._____________ Tirne --

SAMPLER: :1." O.D. TWIN WALL TUI3E. Date..,.3,..: __ ::...,::....l:.::...(;,...+---4----+---+---

~ DESCRIPTION -£

E.L'E.V."' '?11'±*~ o!

~E.DIUM TO !,TIFF _ , DA~K. _ RED ______ _ : .. ~\L1't. C.LA/ -- _

- L,il Ff TO VER:'/ ~11FF - -- DA I<K. R E.D -- ~IL1'1 CLA't

' I '

·:-

: ,-1

; ,....

i

I -I ' ' ;_

I I

;,..-

,:...

,.....,

:...

' us""'7'

: END OF eoltiNC:.' . @ .1/~1 :-i ._

~ e. L.E.VATI ON E!.TIHA'T6D FROM . C.OI-ITOU R PL..A N.

!

0 z .! t Jl

'~ ,.). 113 34 S4 3S&o -

'

\

~ TI b~~ Ill t~~ Jl )llOZD -

~ '

~ b..P l!t 30 ~4 >~.ozo -...

:

'

: '. :

i i II

PENETRATION DATA t• O.D . . mtN WALL TU6E. ~MPI..ER

Blciws Per Foot .. . Bl.ONLj() &' 0 10 20 30 40 7 •

·.5>

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

Boring Log 1

7 ~RING NO. Sheet No. of -----

MOMil..AN! <QUBURB UNIT XIII PROJECT __ ___;~;;..:,_,:~:;:.:..:~...;:.::.=..;:;.:.;:::.=..-=.;~__:==--- Driller 1'--!AL.IE.R." WI"'! A?':>IX-. Dare MA~C.!-4 4. l't:..8

LOCATION MANANA - UKA 1 -t-JAIMANO - - Field Party MA8.~HIIW, S.A.M FaNG. {~OGII...E ~ S" -------=-.::,E:.,:H.:;::A'"",__::O::::A~I-l::.:;U::....., ~1-l:::.,A=.!:,;IN!.!:A~.I.!..I _ __............,.......,..--._-_Type of Boring AU6E.~ MI"'UJCt')AH lam.---=----

:-r'_ ""K ', .,. -l- "4 ·. I 40 1' :l: ,._ HAMMER: ' 1 •-• ~ .. -- · Elev, .----.--....,.....__:::..::.:.....::..-,....--Drill Bit GI...A'f 1311

Datum ---=-----...,.~ .. Weight_......_.:.;;l4:.:.:0;...*.;..· -.-......... --.. ................................................................................. - ____________ ,_,,..,..,...,...... ......... _,....~--.......-----

SAMP~~:·---'L.:;;;~.:;;;:;...~-D.-T-1-1-II'l-.. -. N_A_L...,_~~ .. -T-U_B_E. _____ w-.: :~-~-.:1J~@ r .... , I

i DESCRIPTION :;

ELEV; = 401'% ~') -:.:0_~

. ME.DIUM DARK. RED ~!LT7' C.LA/ •· :.... I :

: i

' :...

: .-i

- 5:2_ ' '

-·MEDIUM TD '11FF·.-~:~ •.

1 DA~K.- RED_:_:_:=_~~-~ _ S[LT'r-·cLA't:··~--·

I i •:-

: :.,.

10 . 1'-7-, '

i i :..

.. ~1lFF 10 VE.R:1 ~TIFF : ~ DARK BROV-.IN ... i?IL.iY C..LA/

' ' !

-~~WD OF 130~11'16. ® I'-' 1

~-ELEVATION et>TIMATEP -. FKot"'' . C.OHTOUIC:. PLAN

i ' i

15~

i i

·-

0 z

l 1 ... "' w 1~

l;:C 1"2.1. '34 ~I 11,160 -.

j.

: i

PENETRATION DATA

1." O.D, "ff..lN ;JAU.. TU~E. s.AMIU~

Blowa Per Foot j· , 0 10 20 30 40 6l.Oio.l$ o. e; .

. '-"e/---~~s'-.

·-'~s·· ·l.o/.6'- -

··.,

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE. • HONOLULU, HAWAII 96816 • PHONE m,931

~oring Log 1

BORING NO. 8 Sheet No. of _ ____..__

PROJECT

LOCATION

MOMILANI 5UBURB UNIT. Jmr - Drllle~ WALTER t..UM /J..~~oc... oa" MA~CM 151 1%6

. MANANA -UK.A ~ WA.IMANO -Field Party. NEL..$01-4 1 60ND, GI..Df<!:i .. (MO!.?>IL.!S "\ '2. •

E.~A 1

OAI-IU, 1-lAI-.lAII · · · - Type of Boring ALJ6ER MIWU'Tet-1llti.J)Iam. ---~=::----TM K. : ., - 1 - '2.4 : I . ... Elev. 3'7S' :r ~ ·· Datum --===---HAMMER: A.

Drill Bit C..L. 'f 131 T Weight __ .,.;.t..:..4.;;;.o"*_,__ ______ ....,.,.,._.,..,....,..,...,.,.,. ------...-___,___...........,...........___,...,...,., _ __,-:----

-·· · · ··· ··· Water Level NOT W'TIC.6D. 0 .:'30. ...l...:,;:~~· ... ~= ......... ------+----.......... -+---rop----=;.:....--------------- Time -

SAMPLER: '1." O:D· '11-ltN WALL 'TUBE Date ...:::.:.;;.-I:.::S:..-'-~6~--.L-----1'---,_J,-----

~ DESCRIPnON . o£

E.L...E.V. • !>~s· t. ,.'j 0 g

-MEDIUM 10 ~TIFF ·: REDDIS\-t 13ROL--JN _, ~ILT7 C.LA/ :-

-,:....

' b11 Ff 10 VE.R7 ~11Ff :,~ B~oWN , I

~I LT't C.LA't i :-

' I

I

I

i

b11FF 10 VE'K't ~iiA :_1A!-INISU BROWN

-L ~IL.T'f C,LA't. -- -i

. ~ND tOF.!&l)~INGa t£.·:1t..'

-*"E.LE.VA1101-l E~TIMATE.D fROM c..owTou~ .. PUN . i

I --I

-'

:'-i !

I : 'i-

'­I i

15~ ! I ~

1 ...

fl1 I I

/ I ~~

1\

! .

i •.

:~ ~~ I I

I

e.;.A I'Z.:z. -o/l.- CJ'Z. ~1w -

PENETRATION DATA '2."0.0-iHIN WALL 1'UI3E. ~M F'LER

Blows Per foot 0 10 20 30 40 (3L.OI..lS/ 0•&1

··IJ, bJ.o· /.& .. /.&---

-- ':9,-'e,• .. . . -

-WALTER lUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE .m·931

Boring Log BORING NO. 9 Sheet No. of ~--

PROJECT ---!.:.IY\.:.,.::O:..M:...:.:..I:::L.:;;A:.:..N:..:.I__;;;S;.:U;.:IO=U.:..;R.::.!t3~..:U:.:.:N:.:.IT..:..·__::j(:::l:::ii=-- Driller NAL'TE.R LUM A1?oc.. Date MAJ'U.H 1.&. 1~'-8

LOCATION J"'\At-11\.I-IA -UI<:.A 4 WAII'-tAt-10 - Fi,ld Party NEL~D~, BO~D, 6Log,;t ..___..!;....:;::.:.;,~:.:;:...-=..:.::=.,......:~...:...:..::;..:;,:...=...;..:..::,.. ___ . ..AU6"' /l'-lol3lt.£ "\ 3 11 --

ENA, OA\.IU 1

I-lAWAI 1 · -- -- Type of Boring o;.f<l.MIMUJEI"''~.YDilim. __ ....::::, __ ___..

------'T.;:..:..;M:.:;K.~: _.:;.::~;:.:;·;:.:1::...J·"-'Z.--4:...:..:..:.: .:...;1 :..;;;:...:...:.._ _______ -_._ EleY. - ---· 4.lt;' -~ * Datum --=------HAMMER:

# , Drill 811 · c:,u;y e.· IT Weight

. -

Drop ~~--~'4~0~--~---~-------- 3o•i Water Level. NOT 1-ld'i IC..ED

$AMPLER: -'7.." ·o.D. T~IN WALL TUBE

~ DESCRIPTION o£

_aav. =· 41 ~ • :t .... o.t

MEDIUM 1D ~TIFf . [··r<EDDI6~ B!Wt~N ·; I;,ILT't C.LA/

VE.~'t ?TIff _ -- . 1AN 1-..llbU BRol4N

... :·-. -~ILT't .. C.LA'/.

-

' -

::-

,....

-.~ i

' ':-

:_ : '.

~Tiff TD VERY ~ilff : -' ... TANNI~l-1 6ROI4N ; _

{ RE.DD I~W ~RDWt.J . ~ILTY C.LA'I _ ____ 1~---

E~D OF 130RIN6 @ ·. (C:..1

' ' '-

-1< 'ELEVATIOH 5>1·1 MA.iE'D .. F~--- COHTOUR. PI..A.t-1 ..

Time -

Date ~~15-l:.fl

i. s

J

,-;;p II'Z. ~1 8'l. 14-9C -

'

PENETRATION DATA - .'L" o.D.

'THIN WALL ..... TUBE SA"1PLE~.

Blciwt Plir Foot ... 12,. "'-' ~~O &' 0 10 20 30 . 40 ~ •

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 ;; PHONE m.931

Boring Log BORING NO. 10 Sheet No. __ of ---

PROJECT ___ -,..:.M....:....:;.O,;,.,tv\.:.:.l.::.lA;;;,;,-,;,.:N...:.,\_S;;;;.;-U::...;I3=.U:;.R:::.-.::::B;..... ~U.:.:.N,;,.:IT-=X:II:::;.r_-_--- Drlllotr WALlE~ WM A~oc.. Data MAI~.c.l-1 1&. 12kB

LOCATION - 1'-1ANAHA -:-UKA { WAIMANO Field Party NEL..SON, 501'-!P, 6L..Or2:7' AU6 aoltOBIU& Jo stt

-----.--~E~N~A~·~-..=..D;::,AI-I~U~, ~1-:l~A;:.::~~-A;:,:l...:.,l _ __............,-. ......._ __ -Type of Boring E.l<~~~u,-e.-.,_,.. lam.---=--------\ M 'i::. : <=.> - 1 - "1.4 : I 435' :t "' HAMMER: - Elev . .__. -.,..-~~-=--- Datum --=-=-~--

oD1r~iii~B~It-=C=L=A=Y==6~1T====-r-~~---~---Weight.----...;:.1...;;:;4;;.::;.0.....;.'* ____________ .... 3 0 P Water level ~OT !-lOT C ED

Drop•----~;;._ ___ ......... .,..-___... _________ _ ___ Tlm_•·....,....,.::;:::;:::...,.,.,....I----4---+---+---

SAMPLER: __ 1...• o_._o. Tl-:llN ~-\!ALL TUBe Date ~-lb-&8

. . ~ DESCRIPTION ;

E.L.SV.:: 435 ±'~~ :-01

,;....

: :...

i

:"JTIFF, f.EPPI~~ BROWN , :.. . CLA'IE~ ~ILT ___ _

-;... ; ·,

0 !

~TIFF TO VERY ?TIFF,'U: · l/A~K E>ROWN, : L. . -C,LA'/EY ~ILT __ - \

~ ' :

;;... I

i ! !f.

i I

- VEg_'i _ ~TIFf, B~WW -, , i ____ C.LA'fE'f ~ILT __ · ' ;... E~P OF. GO!tlN6 '@; .1'->':

!

~- ELE.VAiiON E~TIMATeP -­- .. FROM (WNTOURo PLAI-I

! PENETRA ON DATA

i .:

JL 1-" o.o: . --

2 ~ A::i

T~IN NALL. J! &j Ill!

...:..: 'TU6E. SAMPL.SR. t ~~ a~ I:! 1:! Bl-a Per Foot

,40 8LDW~/O.S' -~ :::1 > 0 10 20 30

~ to~A lt8 'O'~C M 47!0 - .

~

10-~ 11'7.. ~t 84 l~.ooot ..

v

88 17.80 -

1\

~ 11>-D 110 ~8 80 8480 -

10/. I - 'tf:>/ 1 /.& . /.&

· -- 8/_ -,---- I!:>/ · · · li& ·· 1.er·

W AI.. TER lUM ASSOCIATES II -· 303() WAIAI.AE AVENUE • HoNoLuLu, HAWAII 96816 • PHONE m-931

Boring Log BORING NO. I I Sheet No. --- of __ ......

PROJECT __ _,...:.,M,-.:.0;:;.._ M:....:..:..l L;::;;A;;,;-.:..:N:.:...I.,...~::.-.:.U.::;B.:::;U_:..;.R:.::B::,.._...,:U::::..;N..;:;.I~I,; ___ ::;~=II::::.I ....,._~ Driller WALTEK: WM At,?Oc... De1e FE B. 1.:z., 19l:.e

LOCATION MANANA -UKA 4 .lNAlHANO field Pirtv - HA61-l1DA, GLO!c::."'f A RGMOBIU: ;) 3"

-____ .....;.;;E.:..:.W..;,:,A~, ..;.;· ·.;;.O;;.;.A.:..:.i-4.::.U..:.,.;...· ~1-{..:;:A.:,.:W~A.:,.;II~-----------_------- Type of Boring U6E --4i"'ltTEI'IIA!f Diem. ---=----

310'±* -HAMMER TM ~ : C} - 7 - '1. 4 : I _ _ _ Eiev. ---..;.;...,-....,..;;;.,~...::::--------- Datum ------

: 14-b~ Dr_iU Bit CLA't BIT Weight~__,.;:...;.:;.~-....._----..----..,..........-...- -------=------'--r...._...,._,.,., ___ .,.._ ...-----=-----

~ 3o' - -- - Yieter Level NOT NO IC.E1) ·· Drop----=;.::....------------- Time -

~~~~-~~-~~--+~---SAMPLER: __ "Z." O. D. THIN WALL 'TUBE Dale 'Z.·'Z.t-1,;, B

~ DEscRIPTION o£

5L..E;V . .:. ?>l0 1t.*7 : .o~-- ~ _ME.DIUM l. REDDIS~ B~Dv-'N J ?lLT'1 C..LA"t

] '

·I : i

i.

' ! ' ' i

_ DEN~E

:-

i-

·-i ~EDDI5H BRONN , _ j ~ &~A't .. TL T I' LA"' - I,!; __ • -~--Jit,.; I _I,.. . I .. -:-"-

-j -: __ (J;>SCOM pcx,E D ROCJ< ~ i ,

--·b-ID OF 80~1N6 ~ : lb.S11 ; i

!

;

~ EL.EVATI~ E.~TJMATCP FROt-1 "C.OWTD-U& F\..A~ ··-- 1

l

l

_jt1

,Fe. 111 ~ a6 s1oo -

I I

}: I

i f:::

11-C 116 ~6 84-, l1,1Dc: -

PENETRATION DATA - -z.••o.o. ---- ·-' T11 IN WALL -

TUBe SAMFLC~

!'w;•o Per 20foot 30 .4o BLDl-J~/0, E.'

----X,·-~~· ...

~&' IGJ. I /.b

10/. , 'Z.(:.,I 1 /.E. . - /.S

3; I S/ I '*; I I.'S . I.S /.~

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

BoRING NO. - ·_- I"Z. Shee.t1No. of __,_,..,...,..,. _

___ :.....:.;:;....:...:...:..:.:...:.:....::...:._...;::.:;...=...;~~-=..;..:..:.....:.--==;.._- Drlll•r NAL.TER. LUM A~'btx.. Date F5S. ~&:., 19h6

Datum--==---

Drill Bit

_,......;.:..;;;:;.;::;.,._,._,....,... __ __,.. __ _,_ ___ _,__ Water Level J-IOT /-lO. i C.e;D

~ I)ESCRIPTION -E

.&L-.SV.=. ~t..8' ±,.? p ~ j Ill

:-•;_

-

:-

-

: '-

.-

; -

. :-

: :-

;

*ELEVATION E!>TIKATED - ' ---!=~ cPI-ITOU.R::.B.A!-1 ..

Time -

Date 1.-'Z.b·bB

~ It-A 114 >b n 01W "

PENETRATION DATA ., '2." o. o. .

il-111'1 i-V\L.L ----IU t3E f.AHI'LSR

8101111• Per fOol ... --12.1 "'·'L. 1 ,... ' 0 10 20 30 --·40 ""'"""";;>I'_O•o -- --

-3/ ... 4./. -· ''/.S I . '/.E/

l'Z:~C l'l.L;- S'l. '" 13,0'U --- _ . _

;

I ',

I

I

. I

-·

1/- 1/. lj ' /.5' ;t.G' /.b

e

~

f ,.. i-

'<:)

oF' -

WAI.. TER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

Boring Log •. BoiUNG NO. 13 Sheet I No. of --......,.

__ __:.tv1_.:...::0;,.:.t--'1...:....:..;1 L::.:A;;.;.~;.;.,:...l-=.S..::U..=B:....::U~R~B:..........::U:...:N..:..:....;lT~==X=IIC::.,.... Driller WA.L..T~ WM A'-J?OC-. Date MARC.l-1 I"~ 19'-8 PROJECT

LOCATION 1'-'\AI-.JANA- UI<.A 4 I/JAII--1ANO .. Field Party NE.t..~O~ 1 WON6 1 6LD~'i - ..

Au6t::.D /MO!!>t\..ec \ -.._u E.~'-! A

1 •. OAI-I U

1 ~ALAIA.ll ··-Type of Boring """ LMJNUTt;MAH..Oiem. __ ..;;'-':;.........; _ __,;.;.,·· ...-....;· ··· ··

.TMK.: C} ·1-"ZA'.I .. Eiev. '3CJ3'±'lt Datum -..

HAMMER:

Weight 140*

Drop··· 30"

SAMPLER:

!( ..J \)

1-+-

~ DESCRIPTI,ON iE

ELEV.= ~,-~'±~'2 Oa ;

~TIFF .. :. REDDit;'-1 BROWN. ~I L.T't GLA/

' -

-}TIFF. TO VErl..'t ~Iff s"-· : TANN171-l B~OWN ."""'-

?IL-1'1 ~LA'! -

-

-

-

:t,11Ff .. ,!fL... !ZEDDISl-t 6RDNN ?11. .. 1'1 CLA{

-~iiFf TO VERI ~TIFF ., HOTlL.ED R.EDDISI~ · -j' . B~OWN ~ G.r<.AI ,· S\ L-1'1 . C.LA 7 ~~~

.. E""D OF BORIHG. ~ 15.1' , . ; ;_

~ EL.EVATIDW 5~n1!1ATEP . F~Ot--'\. COt-rTOU~ PLAN

t iii

CJ-AY T'IPE.. 11 ROC.K 'T'fPG. : Drill Bit T

Time -

Date 3-lb-&5

! PENETRATION DATA

!~ ~- lu:

"1. 11 o.o.: ,; 11-HN WALL

lllt &~ l~ ~~ Blowl Per Foot 'TUBe ~ M f'LSR .

~ a A. ::I > 0 10 20 30 40 131.0114~/D·&'

. . IO,'tW -

-{f 1'5;;P i- 41 ,-. '?16SD ~ I?J;, 1~/ I

1.'& /.7. '

..

•

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 o PHONE m,931

Boring Log BORING NO. 14 Sheet No. of ---

PROJECT ___ l-/l~O;;..:_t'v\.;_;l.;;;l.:...A;.:.N.;..:l~S;;;.;U;;;.;E>:;.:U..;,.R;:..l3=-_U=:;_N.;..\T.:.;-.;...;;:::&:I=tl:.....;.;._ Driller NAL'TE.R L.UI'-1 A':T/OG. Date FEB. "lb, l~b8 . -

LOCATION MAt-lANA- UKA ~ ~IAIMAI-JO -Field Pertv t30!-ID, GLORi · · A

6 , /Moell .. & '\ .,..u

Detum --==;..._-------~E~W;:.:A~, _.:;.;OA::;I-I:.:,.U::;..:.., _..;,.I-I;.:.A.;_;N..;.A;;..;..;.;ll ______ Type of BorinoU E,,, LMii'>IUTIIM

4'-'

1..0iem. ---=-'""---

Tr--11'.: -., ... 1- 'l.4: I Etev; 40'-' ± ~ HAMMER: Drill Bit --. C.lA"i 1'31T

Weight __ .;...:1...:.4..;.o_11: _____ ___,...,....__,..------ ~~~==:=~:;:=.-.-----r---;----'!> 0 '' Weter Level f..LOT -Ni 11 C:.e: D

Drop------~-~--------------SAMPLER: __ ........,-'l..;;;.'_-, .;;.0.:.... D;;.;.·;.;.· ;...i;.,;.l-l.:.;.l~N ...... ·...;.w.;.;A;.;.'-;;;L;;;.-..... - ..:.T.;;.U.;;:;B;;,::.E.;.;,;.o;-----.--.....-..--.... - .-----...

Tim•-=-·;;;;---1----1----+----+-........ -­Dete .i.-"Z.o·" 8

DESCRIPTI.ON l

_: E\...E.V.;, 40G:o' :t:l" /L ,-

_ .... /0

~'l''l

MEDIUM TO ~I! FF i ~8'0Dl~W 5RDWN

-: ?ILl~ GLA'i _

10'' l, Tt FF TD VE R/ ~il FF

1~ --;_- ~EDDISI-I B~O~N ; _

f &RA'i $1L1Y C.,LA/

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

__ Er\..ID OF 80IC!IN6 '<Q 1&, 1'

"'E.t..e:VAiiDN . E&i!HAiEP . _~OM_ CON'"T'DUR. PLAN-

I I I

' I ;:-

' ' :-

:,....

I& ; ~

li4·A I'Z.I

1?1.0'1.0 -

n 14-c. l"l'Z. ?>4 ~~ "·'"0 _ ~

PENETRATION DATA

1.." o.o .. TI-41N WALL.

.. TU& ~MPL£R Blows Per Foot ""I..O'·'L/ "'- o o 10 2o 3o 40 .... _""7 o.;;;;)l

WALTER LUM ASSOCIATES I 3000 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

i

of __ _._

FEB. 13 !;?foB

Boring Log i 1 BORING NO. IS She.et No. __ _

PROJECT...,_,.......,__,....;..M.:.;O;..;M.,..;.;..I L;;;.,;A.,.;.:..;N:..:.I...,_;S;;..;U;;.;B.;;..U.;;..R;......;;:B;;__U.;;..·:.,;.~.;...ll~-..::=X::;:::II ~~ __ - Drlfler WALTE-R LU~ A~boc... Date

LOCATION ....... _;..:· MA~N.::;A..;.;N..::A;;:..;..-:-..:::U::..:;K:.:;A;;._1.~...;..· .:..W;.;.A;.;.l M~A.;.;ND:::..·-------- Field Party _ _:.M....:.::.A.::K::.:A:.:::U~L;,:;;A;..-:,_..:::B~o..:.;N:..:D:;.._ _____ _

EWA, OAI-IU I~AWAII .. Tvpe of Boring AU6ERC1f!t'iifM4~Diam. ------=3;...~----..,.......,,.....,..---..__..::.,.::.:M . .::,:. v~· • .,......;;.,.:;..:..:.;_ :.:::1 :.L. -,...!:4;:;;;.:.·. ~~~------ A 1.8' ± '* . o -

HAMMER: " .... • ;.~ ' Elev. """' -...:-;._...:::.;::.::::,~------ alum ..,..,...-=;__.. __ oO~rii~IB~II~·~C~L=A=~==B~l1~~:_r---~--~---Weight-.-___.·-...;· ..... 14-.:.;;;P;;_. ~--------.--·___........;;;........,. _ _.,...,..._ _

. '30' · ·· Water level NOT NOT IC.6D Drop•____,,_..,....,...~=~~::-!:"--=:=':":":"~":"":"':'":"':"""'"'='":==---- Tim···· - .. 'Z:" 5 .. - '2." O.D .. Tl.liN. WALL TUL3E.

SAMPLER: 't" SS · '2." STAI-IDAR.D SPL..IT ~POOI-J Date_.'Z.=--~,~=---1:.:-:B+---+.....,..--+---+---

DES(:RIPTION

MEDIUM /," i _ DAI<K I<EdDt~~ .. ; BROWN

. :;~~~-,crt. ~LA"J_ .... __ _

' ' I.

STIFF -!-~- DAI<:K. l3K'Ov-.IN __ ; .. ~~ L TY C.LA '/·_ . . .. _ I i

- ~ ~

- V, ......

5~

~ ~M? :_

·-IJQ_

'2."1,~

:-,-'

~TIFF 10 VEr<'t ~l'!Ff . :- ~ MOTTLED BRONN ~.

:! ?ILT1 C.LA'1 .... W /DE.C.OM. ROC.K /5.. (II

i .!! Q.

.E -'!

I D-B

j..; .. ~ ~L

1'2.2>

~ TR.AC.cS DF ?AND -""--- , . ~ _r

E.u ..n I' '·, ·, _; 't 'J~ · 16-~ -nD OF e>O~IN6 "-- ,. 1 i 1

'

' i

' I 1 1

' ' .-

i i

i .:

~ 13 J..; lu; ~ ~ j~ ~ EL :I

!4 ,-z. ~ll

PENETRA ION DATA

.. ~TAI-IDARP .. PSNcT!eATIO~ &u; w~r _ ..

~~ ...

Blows Per Foot

> 0 10 20 30 4 --·

-

.·.··. V;V~~

'La o.o . i'Hit-J 1-'lAL:.l... .'TU~ SAMPL-E~

5l.DW~ / D .s I

. 1../ ... -·4-J. I "'/.&'·/.&

·-MOMILAN\ SU5UR5 ;:: UN\1 ..xm:.

TABLE I...!....-- SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

.DESCRIPTION

GRADING ANALYSIS (% Passing)

Sieve 111

~II

//:4 /FlO //:20 4/:40 4!100 /!200

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

Dilatancy Toughness Dry Strength

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY

EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture Content, % Molding Dry Density, P. C. F. Swell upon saturation, % CBR at 0.1 11 Penetration

COMPACTION TEST (AASHO T-180-57 Method___) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

.. 2 - ? 3 3 ~ ··-·-···--- ..

A A ~ C: 0 ·:;;uRi= ACE. O'"l'o ~ I 5' Io (£' ·lo'To II' ~~· io IG>'

DARK . ··:~-=--~---· ... ·-- ... --~: .. __ ... . .. _ TANNI<:\I··~et> -~ISI-I~~ow~c-·~t;Ol)IC;U-~N -~ fet>l)\~1\ -~\liN .. 6R.O'fl.lt-1 .-~:··c.Urt~~'f ~11-·i 5\I..Iy ctA'f~:::::-::-.51l.T'fCU!:( . C\.A'(Ej Sl\..l . C\.A'fE.'f51L-J --'fi/OUPMfl fOGt'.

!00 106 \00 44 ,&\

NAJURAL. 5(p

.1.5 .. ·

NATURAL Co4

?O. ·.

$LllW-Mto Ye&f SLOW MEQIUM ME,DI UM §k!G\.\T· b@t>. Sk!Gl-II·MW.

MH . MH

'lf!O

4S.O 0,4 1\.l

A p~·t 1"o WET

"!5.0 ;o.'L

t:JP.IWseL t:JAJ:!JRAL t::!AJ:L,!Rt\L. 54- (;2 Jl ?tP ~~ ~4 If? '21 '2.1

t:llf.l21 Uti:~ ~~0\U~ M~!2'UM SUGHT-V\EP $k'G-111 ~t'IIRD ~L..IGHT

..

S\J6HI-MW. s L.t GI-l T·Met>. 'Si.-161-11

Ml:l Mtl Mrl

WALTER LUM ASSOCIATES

CIVIL, STRUcTuRAL, SOILS ENGINEERS

--~~MOMn::ANL: __ S.Uf.;UKf.> .:- -UNIJ .zm: _ TABLE I~ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELoW SURFACE

DESCRIPTION

GRADING ANALYSIS (% Passing)

Sieve 1" ~II

/F4 /folO 1/:2.0 /fo40 1F100 /fo2oo

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

Dilatal).cy Toughness Dry Strength

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY

EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding 1'1oisture Content, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

COMPACTION TEST (AASHO T-180-57 Method_)

·Dry to Wet or Wet to Dry Max. Dry·Density (P.G.F.) Optimum Moisture (%)

10 10 ... --···--··-·-·-· 10 \D ID

A ~ c. 0 SU~f~Ce o.~'ro \.5' ~·i, G::>' I0'7o II' ~~·, .. I ,q '

DAR.~ · .. ~=-~-~--- 04\t<:.K !>ARK (WOISI-I-~w.IN ~nDDISI-\-~owt-\·-- miDI~·~OWN ete:.oWN ·----BROWN ... tlA~ . --· ---~ ~ CLA'f t\A'{E'f ~11,1 - 4JWE'f SIL.J . - CLA'f'e'f ~ll.-J _:

IOD \00 100 "!"! ,., .. jCJ,]

b!~IURt~l.:; 51

~~ 18

SL.Q~ M~pr\-IIGI;l

SL.IG!:!I·MW.

4 \.?; o.{

A

PE-'j TO Y:J'f.1 4~.'1

NATYE!;)k ~2 ~~ 24-

l:JQNE. ME-0.-~IGI-\

~I.I~I·W·

Cl-\

t::\£lTL!~Al.. 5G. :,]

14

~~01!.!/tl S\.IG~J:""Mg>

~~IC.I:l!·M~P·

M\:\

NAiURAL-

44

1\

GUIQ<

SUGI-IT

'SLIGHl

Mk

NATU~P.L-

8'2.

40

MERIU¥\ 5\..IGHT~Mt.p,

5 \..IG!:\T ·ME.O.

MH

WALTER LUM ASSOCIATES

CIVIL, STRUcruRAL, SOILS ENGINEERS

JOB: ------- --MOMnA~NI :SUB:U~e: _ _.~ UNIT. .XDI:. __ ~---~~::_- ___ :~- _

1-LOCATION:-~-- MAN~N~-UKA.~ WAIMANO, e.W.I!t.,- 0~1-W; +lAWAI)

-- v "A' LINE; IY -----.

/ v

CH ;v

0 0

--

--··

--

--

CL

10

v / 10-0

v CL ~I%

"';l,";:t..

A .:~-0 -

- ~'.II ·-~~c. _/

v ~-b• •I<T ~--

/ lo-r-. / -ML/

/ ML

20 30 40 50 60 70 80 90

Liquid Limit

P L A S T I C I T Y C H A R T

-. _______ ,______________ -·---:------.---~----.-.-----...-· -

MH & )H

-- --

100 110 120 130

WALTER LUM ASSOCIATES, INC. B -CIVIL, STRUCTURAL; SCliLS ENGINEERS I

•

'

BY

MOISTURE-DENSITY CURVE (AASHO T-180-57, METHOD~) P 0 C · ---·--·-···-·-···-·------·--M-OM\~A 'l- s·Uf?URo.:· UN1.,.. XllL R JE T. ___ q----------------- _. . N "- ____ r.; . i _. - ---- --LOCATION: ' ·~-~ ·-d ·_ .••••. Vt~NAI-JA·.llt::A l WAIN\~No..:. ~~A I_·_ OAI-IU, ~A'NAII SAMPLE NO:~-~~------·_:_~=.:::::::..:.:?·:~. __ '3Uf{f-AC6 ·_-_ :.~ - _:-.. SAMPLE DESCRIPTION: -~:~~e00\5~ ~-~OWN' SIL..T"f CL.A.'f

130 .,

'

120 I

110

-·

\ ! R.o AIR. \/010"5 CUR.VC.

~f E.CIF-IC GliUWI !'f • '2..~0 \ -u.: . 0 100 0.:

\ \\ ->-

1-(i) z w 0

M~¥_. Oi<.j

~ 90 c

80

70

60 0

Ot S\ \'i - 'I ~.0 I PCF -

'

lO 20

lK\ ~~I \~ . ~

' c ' ('(),

-. !z ji;

el ~ ' = -~

::;i,

~ s

~ 30 40 50

'<·

60

WATER CONTENT (%) WALTER LUM ASSO~IATE$, INC. I CIVIL, STRIJCTURAL, SoiL_S ENGINEE~S I

i

Cit

·e

BY

·,···

MOISTURE-DENSITY CURVE (AASHO T-180·57, METHOD.!.) PROJECT: -~-------- ___ ::'_~: .. MQM_t L~N\ ___ s_Uf.JUR.f.> ·UNIT XIIL ----~---LOCATION: ___ ---~~~~:-~1-liA~NA't-~b·_~U-K~·:(WAIMANO, EWA,- OA-~IJ, ~AWA11 SAMPLE NO: . -_---~---:'·w::a· 5UR.fAC:t

130

SAMPLE DESCRIPTION; ~:·. DARK REDDIS"· e>li:.O~H·-1 ClA( ----- -- -- -- ·

. -

120

110

._,

-·lA.' 0 100 - \ a.: ->-1-c;; z LLJ 0

>-a: Q

90

80

70

60 0

-\

\ ;!t;t"W AIR '1/l 10~ CUR'/ E.

Sft:;CI'ftC. G~ AV1"f1· tz.J;'l.

MA.'l, DR'{ m NSiit- 4'; 1 fGf, ~

/ '\ ---, ~ '\, ~ ~

~ . !z: ~ l '-.)

.u 1\L :::> 1-1/)

<: .:<!

::;;! ::;)

~ .-.. 1-c.. c

10 20 30 40 50 60

. i

_ PATE 3 ·1f>.(..b.

WATER CONTENT (%) WALTER LUM ASSOCIATES, INC. I CIVIL, STRU_CTURAL. SOILS ENGINEERS H

--i.OGS OF BORINGS .

Fa OM

MOMILANI SUBURB UNitS XI AND XII

.· .. . . I,,,·,

. ;:· ·:

.·. '· .' , .

. .; .. ,'• : ., .

... :

(.

\

~· ;: : ..

I WAl. TER LUM ASSOCIATES fl 3~0 WAIALAE AV.ENUE • HON()LULU, HAWAII 96816 • PHONE m-931

I

I Boring Log ; BOR_I_NG NO. 8 Shee.t No. _ _,_( _ of _...:.,1 -

PROJECT MOM\LAbJI. 4UBURB UI>JIJ ]ITO -0

Drill•r WAL1ER LUM A??Ot.. Date F~!?. 17' 19'-B

LOCATION MANANA -LJKA f WAIHA~O -~ Field P•rtv UA?UiDA ' GLOf<L --WE..=.kl· J.l.A:::.J,~O:I...A...IIH::.ll!U..I::lo,_..H_A..:;:k~:.=.A.I.l.ll=~.o--- Type of Boring AUbE.~ { ~\H~f~EAH)Diam. ----,.-=3_0

__

------.;,.~M~I::~:~9.C.·~7::::..--'-~:-!4:;.:.:=.::..:., 1~1------...------- Elev. 415' + !H. Datum ---=====--HAMMER: r7 · a r Drill Bit "-OC.I( 0 I .

Weight 14.0 "f _ ........... ---.,....,-~.,--...,......--""T"""----:--, _ _...:,::;.-;o::::..•----------- Water Level. t:ioT. NOTlC..,E.D Drop Tim• -

SAMPLER: 'l." O.D. TI-/11-J WALL TUP->E Date~'Z.~-=rr~-~:-::8+--,....-+.....---+---+--

~ ~

t o.- 0 f>Ei'I.ETRAT)ON DATA

0 ,; 1l 13 li :.- 1..' Q. 1?. z c 13 ,; 8 1l ::: .;:_ 'i

DESCRIPTION o£

ELEV. =415'1 it ":J. ! .1..: :.THIN W~L· ;!! &..:

l;#! Aj ..:u: 1V5E ;AM l.ff. j a. .. ~ c.,; ~vf Blows Per Foot E l':L §L ;§;gO

i

MH ! ' '

'

i I

MI-l

MH

MH

0

ME171UM TO ~TIFF, . ------ , .,__ . ~EODI;~ BROWN ..... . : ~/ L T'/ C..LA't . . -

·-

-

. ·:-

--

-~TIFF TO VER~ ?Tiff -TANNJ;H . BROlU~ --

.-'l...LA'/E'f 71LT ~ '_. 1o_ 0 _IIE@MPO?EII IWC.K"o

::-

' :...

~TIFF TO VERJ 7Tiff_._ MOITLED REPI71 ?H ,..

~B~OI.JN, ?ILT~.CJ.A'/ , IS" • ~

·-. . 110R.IN6. iA\--rc;._ ,... END OF u ~- ··~

{' ELEVATION E~ITIMATED .. I=R.Ot1 .. CONTOU~ MAP

... .~~.

~ .. ~~. "o .f>LovJ'/~.s·

0 0

Jl :r: g ::I > 0 10 20 30

1] 3-A 1\~ ~ ~5 57?.0 - Y.s· s~. :5

' ,v

'-

'~ '

11 5.-5 12.1 33 <t2. 9100 - .ocrs·· ~Ys· l)

'~ I

~+-

~~~

~ 0 ·o-l~.~tt.(t .. D s--c. 11~ 30 95 "'UJ

... -···· -·--~- ---- -- . - .. - . .. ... . 5 I. ,

~ .1. H m 3J ~o 1aoo ·· · ,

., I

r:11a '-..:.W

i.'•

WALTER LUM ASSOCIATES I :3Q3o wAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 777·93_1

_I of I

F'E.I!l. lt.., I~G.€1 ..

Boring Log -- 9 BORING NO. - Sheet No.

PROJECT_,_.,.._..,., __ ----:..,.M..:..:O:....:.M.,.:..;I:...:L;.:;;;A:..:..;~~~-!.t,.::::..U ,:::::B:,::.LJ,;,.::R~B~U~N~I:...:.T_:TI=--~- Drill•r WA LTE.-R LU N ASt,O(.. Date

LOCATION __ ...:...M.;.;;A;...:..N:.;;;A~N:.:;:A:.....:-....;:;U;;;;;;X:.;;;;A;.....--..;4;:;...-___;;_;W:.:;:A~JM~A::;:.:t-l~O:;..._ ___ Field Party- 6/..()t?.! ·e~~~~t-tc'J.l, ____ :;• -------:E:+:W;,:;A;.,..L'~OA::..:Y?-U:::=::-~'~W:..:;:A~W::.::A:.:.;Il:.,__ _ _...~~- T'(pe ot Boring A~6tE~ MINUfEHl>J.j/Diam • ...,....... -.....;:;.....,..._----. ___

..,.. M K :_ _ eo ·7 • 'Z. 1 . : I 39~ - .,. Datu_r:n ---'-· --...· -...-___...-.._-.-.---HAMMER.: ' I ~ -- Elev.- r70C.K. c;~.IT Drill Bit - _J'- · - ~

Weight,_..,........:l~4.::::..0 ..... ~-----..--..-------- ---:-:---~~---.---...,...------:-----so•· Water Level NOT NO!lC.E.P Drop..,._--~------------- Time -

~~~~--~---+~-~-~ SAMPLER: '2 11 D.C/. i~liN WALL IU~E. D•te 'l-1{,-£.8

MH

MH

DESCRIPTION

~TIFF ~16HT BWWN · ? 11 .. 'r'/ C. LA 'I ....

O:t.e.o"-1\POt:. ~Q. Roc.tc. -~=:::.0_~: .Po:> ouL.oe~.

E~D OF 150~1~6 tiD t>.ri

~ ELEVA"fiDN E.~TIMATEP FROM. CONTOUR r"L.AN

<:.."1 :;;>"'--:-

-

-

..! a. E JJ

~n

~ ci ~ ~ j~ .! .:!..: .!~ a. - u

E •.: -~ ao: JJ ~

·l1-A - 33 -

I J>ENETRATION DATA

! I I 'Z."o.p.·

lii I I

Tl-llN WAl-L &..: ..,!u,! TUBE. $AMPl.E~ ~~ .,.,;

; Blowa Per Foot :&0: 40 13 L-Ows I o.s' ~ > 'O 1_0 20 30 ..

1\,700 - ~· '7.1· .,&_

. !$_/ 10/ •. . . - /•e; ./•5.

. \ I

•• WALTER LUM ASSOCIATES I 3()30 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-931

Boring Log BORING No. I 0 Sheet No • I of I FEe. n, ''1€.8 PROJECT __ __.:_M.J..;O:::.;M:....!:..:I L:.::A~t-.1:...!.\ -4-~ U~B~U:..!.::R~B:::__U~N~t:...~T--::X!==..._ Driller WALTER .. \. U M M?oc.. Date

LOCATION MAN AN A- UKA 4 WA!HAND Field Pertv 1-lA?I-IIDA , c$Logy (MOGII.'C. ;') -:3"

--....---....,-:E=::-W~A-:-''---=!O:.;.:.A.,_:.U.:::;U~. "':'-' _...I-I:_:..;A:;;.:..W:..;.,:;...:;A-;.:..:.U_._....__.___._.._· Type of Boring AUbE.~ MIIIIIT!tl'!AW Dlilm· __ .:;;,__-....-

- TM K: '-1·14: I Elev. 384':!: "" Datum-----=-----HAMMER: RDl:.K. P.>IT

.t 4 {) "lt DD•r:iii.!BI~t --=~::::::;::::=....,._. __ ,__---:--~ Time -

Weight__..---.:.~------------ _ .... ?0" Water level Nb"T N Tll.G.D

Drop--___;;...=.., ........... ..-..-. ......,.------------------

SAMPLER: ___ '1....::;_" D;...,·..:;.'D.;;.,·' ....;T;..:.i-l:..:.:l N..:......;..;W.;..;A.:;,;LL=--T.~.o:U;;;.;:B:;..:E.:;._ __ _ Date '2- 11-1.9.-

PENETRATION DATA

' ! t

MH

!& DESCRIPTION £

. aev: = !184' ± * 1. . ! 0

1 I I ~ 1'­li I i ); i i ::... i i I I

ii-j (

s_ I

fL. 1.:-i j

i : !i-i !

i

l ~

_,TirF, ~EV'fJI?H 6W~N i ~ -----~ILT/ _ LLA'/ _

END OF E>OR.ING@) lf.p' .

*ELEVATION HTIMATED FROM . CONTOUR. _\1AE."

IS_

.. .i..: ! :! BloWia Per Foot ~ . 0 10 20 30

] IQ-~ 115 53 S(. 41411 -

~~ :

,~

1 10-e. ~~~ .3~- ·~~- ~fM -~

I l.

~· r1-.

~~

~ ~ · /0-D I OS 4-l 71 S1SO -i I ~ ~

! \ : i

i

t." o. 1/ • TlliN WALL T UI!IE ~Mf'L.E~

.co &.o~~~ o.s·

Y.S' o/.s: o/S'

WALTER L~M ASSOCIATES I i

3030 \YAIALAE AVENUE • HONOLULU, HAWAII 961116 • PHONE m-931

Boring Log BORING NO. · II Sheet No. - -. I of -ol-1 ___..._

PROJECT __ _..:.._M:...::O;..:.M...:.;\~L:..:;A:..:.N~\:.......:~:...::U;..:B:;;..:U:;;..:R~B:::::,_..:U:...:..N:.:.IT:__XI'=-- Driller WAL IE.R LUM A'JI,(){.. Date FEB. ZS, jq(.B

LOCATION MANANA- UKA 4 WAIMANO Field Pertv I-IA7~1t7A 6LOI<!'f ___ .,-........_;:E~W.!..::A~--:..I.ii.'·-;,.;!O::.:;A~I-I:..=::U:.... . .L.,t -..!:W:..:::A~W~A;!J.\1.......,.--...---..-..;-----=----,__ Ty~ of Boring A~ER I t;1?J3Ji"E~Ail)olem. _..:.3;__" ___ _

1M K : ' - 1 • 1.4 : I Elev.- ,355 T Detum -----;;;;:--;;;;;;__ __ HAMMER:

DDrr:iii~BI~t~~eOC~K~~~~IT~~----T---~---­Weight~-......:;14~0~1t:---------------- _

Time -

-:z. • Water Ltivel NOT N 0 IC.E; D Oropi ___ ..,..--,.::.;~.:,0 ___________________ __,.._

SAMPLER: ___ Z.__"-~<Z:..t.t'.:...• ...:.T~U~~~~YJ~A~L:::::L_T.L,lU~13~E.---.,;;,;.;.. ___ ......:._ --- ~~~ 2- 'Z5-'8

. : . i ! ~ ! PENETRATION DATA 1

.

MH

DESCRIPTION . ~ ~

~E.L~:ov:_~ 3~':t *""' f'll l : -

i : :... :· I ' I '

l . '-' i ~

! !. ':-

i~TfFF --~EDDI~H- ~WN 1:J • l - .?tlJJ~=-_CLA_'/ __ ~-~-~ ·0 I . I '

! i ~

. VER.'i ~TIFF, KOTTL.ED • 6r.A'/17H e>ROVJtJ -. • lLA'IE't ?ll.-T _

. . Et-.JD OF 50R_l~6 ® 1(, I

I

'

; -.. _ I '

I

i I~

* ELEVATIO~ E$TIHAT~D. !.:_

FROM. COt.lTOU~ PI.AtL i

~ ' ~ ' ~ ~~ • ' ' & o: I

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WALTER LUM ASSOCIATES I ~ WAIALAE AVENUE. • HONOLULU, HAWAII 96816 • PHONE m-931

I of I FE6. 25, 1?'-8

Boring Log BORING .No. .I L She~~r No.

PROJECT __ ~M:.;;.O..:..M:..:..IL::.:A:::.;t-J~I -:~:...=U;.:B;.::;U..:.:Rt..::5::.......:U::.:N~l..:..T__.,Xt~·· .... ·---- Drill•• .. ~ALTER LUM A¥,0{., Dere

LOCATION _ ____;M:....:.:....:..A N:...;.;A:;:.:N..:.::A;:_·..:U;..:.K:.:;;A:_.;,;_.I..t___.:W..:.::A::.:.I.!..;M~A.:.:.NO=----- Ftetd Perrv I-IMI-IIDA. GLO~J --------..;·-~~-W~A~. -------.Lo.<-.,..-..::.O;;.A.!:!oi-I.:;.U....,.. -;.1.;..;-1 ...... - --~I-I;:..:::A~W~A..:..:II ...... ._ ................................ -----Type or Boring ...::A..:.:U:.;:6;.:E"':,:,.:re.:....-____ Ole;.,. ---=3~"---

, M K e. 7 .., A • I --- .:342.' t. ..... --HAMMER: - : -, • • Wl • Etev. ---::=~...;:::.-~=-- Derum -----

• uDrr:m~a;~r~R~O~C~K~~e~IT~~-~--~----~--~----~-~--Weight, _ __.:.;i4;;:;..:D::.......: ______________ ...., • w~,.; llwl NDi No JC.ED

Drop•------~'~o .... ----........._...,........ ___________ _

SAMPLER: ----"'Z .... "~V:l~-1:3t:;:......LT..c.:H I~N~...W;:;£. DlAL::::L::..I.~..:U::.!::5:.:.E ____ ._-----

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- -I~. 18(.:.·· _____ 75 . /·b

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WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • ~ON_OLULU, HAWAII 96816 o PHONE m-931

I I

Boring Log i BORING NO. 3 Sheet No. __ _ of ---

PROJECT ~OMILANI SUBURB UNIT :m ___ .;.._.;;;...;..~~~__;;:;.;;;_=-.;::..;..;..;;:;_...;;;_..;.....;..._=;;:;_- Drill•r WAL1E.R LUM M?OC. Date MARGI-I !::>, 19G.8

LOCATION MANANA- UKA 4 WAIHANO

E.~A, OAI-IU, I-lAWAI!

Field Party- M.AESl-llRQ _ S.AM FON6 __ _;..;..;;:.:..;;;;.;..;...:.:;.:.....:;.:.;:.;;;.;--l_~~:;.;.:..;..;;._____ AUL (MOStL-E> " - ......

Type of Boring oE.RMttJUTSMAf:.I/Diem. __ ....:;;..., _____ _

TMK: "1 - 7 • '1.4: I ------~~~~~~~~~~----..;.....--~~ 35'7..1 ±~ Elev • ..;;_ __ ;;;._....;;;.... ___ _ Detum ___ --:-;;;;_ __ ..... HAMMER:

Weight .l40~

Drop '30"

SAMPLER: '7..' "O.D. T~IN WALL 1 U E'>E.

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DESCRIPTION

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Water Level NOi NO I(.E.D

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PENETRATION DATA '2." o.o. iUlN WALL TUBE. SAMf'L.ER

Blows Per FOot o 10 2o 3o 4o Bl..llW?/ o.s·

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• WALTER LUM ASSOCIATES I · 3030 wAtALAE AVENUE o HoNoLuLu, HAWAII 96816 o PHONE m-931

Boring Log BORING NO. . 5 Sheet No. -- of ---

PROJECT __ _;.H....:..O=M~I L::..:A....:..N:....:....:....I _7~U=B=U~I<.=B;....._j<U::.:...N:..:...IT~][=-........... DriU.r WALTEft WM A'lzOL. Dete fEB. f.?>. I~C:.E> LOCATION .. MANANA -U~A C.. WAIMANQ Field Peny . I-IA~WIDA • GLQI{"f

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HAMMER: T.H. K. ,.7- Z4: I .. _ Weight_-,..,..,;...,.1 4.:....-::o~•,......_ __ ......... ....._..._ ........... ..__ __ Drop - ~6" _ WeterL: NO~ ~¢TI~E~ I

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DESCRIPTION

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WALTER I..UM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE m-93i

Boring Log BORING NO. 'b Sheet No. of ---

PROJECT __ ..:..,M...:..;O:::...:M..:...l:..=L::..:.AN;....:.:_I --=~~U=B=U=R~B ...... U:....:N~I:...:.T....:X[=-- Driller WALTE~ LUM AltzOL. Date . FEB. 1?>, I9G.e

LOCATION MA~A~A- Ul(l\ i. VJAJMAt-.JO Fle_l_d PartY NEL?OIJ, GLOR:i EVJA, OAHU HAWAII Type of Boring AU6ER, ··Diem.-...·· --=?J_"_..................----=--

HAM-M-ER_: _ __...~T,:=;,:-;;;M~.K+-.--=:...:..:9~-=-1...t...--:::Z~4..:.:..:.' .;.::1..:....:...:.:~--- Elev. ,3'l.J' i -*<. Datum-----

Weight, __ :..;.14-.:...,:0~*---...........,.......,._..,..___,. _ ___,.._--.._ ---"""":"":"'=-=-~=-~=-r----,---.----Drop 30 "- - Water Level NOT N TIC.ED

'2."?CJ - t'' o.O. ?fAfJOAf~.D ~fLIT .,,OON Time -SAMPLER: ~"c.;-- ,.~z"_ 0.0 .. THIN WALL TUOE . _ Date 'L.,t~,"~

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DESCRIPTION . ,& · ~ i EI..EV ~ 321'1 ~ o~ ~~

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· PE~ET~ATION DATA.

! : W/ STAN DA tl.D I 'Z.'' (1. '(). .THIN' A :j }..: · "' . ..: -~PI.IT ~PDO"' WAI.L TU5t . ~ .: ! ~ I ~ ar-• Par Foot ?AM PL.Ef. . A ~ > 0 10 20 30 40 . f,I.QVJ~/0.5' .··_

.. 11 " ·---1-.rr--1-- I-- ---- - V-- V'·J -- - -----------~... I .'+".L - - '/17'J -- ___ -------:" ________ _

v v 171"""" --------/ / . 1----· -----~--

,0 .. GENERAL TESTING METHODS

EXPLORATORY BORINGS AND SAMPLING

Method for soil investigation and sampling by auger borings (Tentative)

Method for thin wall tube sampling of soils (Tentative)

Met:hod for penetration test and split barrel sampling of soils (Tentative)

LABORATORY TESTING

Grading Analysis

Sieve analysis of fine and coarse aggregates

Amount of material finer than No. 200 sieve in aggregate

Atterberg Limits

Determining the liquid limit of soils Modified as follows: Substitute CasagranQ.e grooviiJg tool. Tests conducted from natural moisture content unless noted otherwise.

Determining the plastic limit of soils

Calculating the plasticity index of soils

Specific Gravity

Specific gravity of soils Modified as follows: · 500 ML Pycnometer

Expansion and CBR Tests

Expansion test and Californ~a Bearing Ratio (CBR)

Compaction Test

Moisture-Density relations of soils usiiJg a 101 t'8lqlller and an 18" drop

Unlfied Soil Classification

ASTM Designation: D 1452-63T

AST.M Designation: D 1587-63T

AST.M Designation: D 1586-64T

AASHO Designation: T 27-60

AASHO Designation: T ll-60

AASHO Designation: T 89-60

AASHO DesigiJation: T 90-56

AASHO Designation: T 91-54

AASHO Designation: T 100-60

Section VIII - TM 5-530 ''Materials Testing" by Headquarters. Dept~ of the Army

. AASHO Designation: T 180-57

Des.ignation E-3 from "Earth Manual" by the United States Department of the Interior Bureau of Reclamation

' \

LIMITATIONS

In general, soil formations are commonly erratic and rarely uniform or

regular. The borings indicat.e the subsurface soil conditions encountered·

only at the drill holes where the borings were made. During construction,

should subsurface conditions much different from those in the borings

be observed, encountered, or otherwise indicated, we would be advis~d

immediately to review or reconsider our recommendations in light of the

new developments. The owner, architect, or engineer should make certain

that the recommendations·are incorporated into theplans and are properly

carried out during construction.