walter lum associates, inc. civil, structural, soils engineers … · .f! ~} e1r~3 (}(,~ 0\0io\ ·...

$: WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS … · .f! ~} e1r~3 (}(,~ 0\0io\ · .·. jm d w_altii lum izra 1101111 wallaci waiiahiro walter lum associates, inc$
.f!

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e1r~3 (}(,~ 0\0io\

· .·. JM D W_ALTII LUM

IZRA 1101111 WALLACI WAIIAHIRO

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I . Wl I '- - IDWAiiiD WATANABI

JOlO WAIALAI A¥1., HONOLULU, HAWAII 96816 • TIL. 7l7•7fll )

% {2t/ob --A, ,o·

FOR REFERENCE August 8,. 1980 not to be taken from this room

KACOR REALTY, INC. P. 0. Box 25007 Honolulu, Hawaii 96825

Gentlemen:

Subject: Grading Memorandum Marina Business Center No. I Maunalua, Honolulu, Oahu, Hawaii

The above project was generally constructed with on-site and approved borrow material. The fi II was placed and compacted in thin layers. A soi I technician from our office was present at the site on an intermittent basis to observe grading progress and to take density tests. Whenever fi II operations were on a continuous basis, a soi I technician usually visited the site daily.

Grading Plan dated March 14, 1980 by M & E Pacific, Inc. was used as a guide for soi I testing purposes.

A tabulation of the field density test results is attached. Where low tests were noted, the area was rero II ed and in most cases retested. The density test results at the time and at the locations taken were, in our opinion, in general conformance w_ith the density requirements of the Revised Ordinances of Honolulu, 1969 As Amended.

Even though, in our opinion, the field density te.sts by our office conform, in general, to the density requirements of the City's Ordinance, the passage of time may result in changes in soil conditions and we suggest the following precautions: ·

I. Some expansive so i I and/or soft pockets may have gone undetected during the earthwork. The building pad grac;iing and design of the structures may have to be adJusted or Corrected if undetected conditions are encountered in the future •

. 2. Some creep or settlements. may occur near the tops of slopes and near uti I ity trenches. Foundations near tops of slopes, over sloping ground or near utility trenches should be avoided or designed under the guidance of an engineer.

I ~ ::J ~ ~ i f'(o ~.(

KACOR REALTY, INC. August 8, 1980 Page 2

3. Lot regrading by cutting, fi I ling or altering the drainage pattern may cause ground instability In some situations. For this reason, ·lot regrading should be avoided or made under the guidance of a So i Is Engineer.

Our work on this project does not t nc I ude the following:

Retaining walls, finish grading not observed and tested by our office,· etc. ·

We have employed accepted engineering and testing procedures and our professional opinions and conclusions are made in accordance with generally accepted soil and foundation engineering principles and practices. 1-bwever, we do not undertake to guarantee the construction nor do we rei ieve the contractor of his primary responsibi I ity to produce a completed project conforming to the project· plans and specifications.

Respectfully submitted,

WALTER LUI'v1 AS SOC I ATES, INC.

By {c__,,~tfl; vakitUu Wa II ace Wakahi ro

WW: lw

,. ..... .,,,.,.,.L roaw

WALTER LUM ASSOCIATES, lfi-IC::· CIVIl, STRUCTURAl, SOILS ENGINEERS ·I

TO: __ ~w~··~\C~'OuR~F~ill~·A~L~IY~.~.·I~·4~C~---------------

p. 0. Box 25007

llgn a lulu, Hawaii %825

ATIE:.iTIOH: lir. John HigharJ.

Geodemeo:

'

WALTIR LUW IDWARD WATANABE

. IZRA KOIKI WALLACE WAKAHIRO

JOJO WAIALAI AYI., HONOLULU, HAWAII 96816 • TIL. 737·79J1

DATE: July 3. 1979

Re: EAP.WA BUS Il\ES S CENTER NO. I

I.ATlO"QATO~Y TEST RESULTS

WeAr~ Sending You Herewith ~

-'----- Prints "'----Location Plan ___ Field Density Test Results ___ Boring Logs

x Laboratory Test Results ___ Soil Report

No. of Copies Sets 2 Sheets-~-

General Remarks:

If ch~>ges in the material are detected during the grading work, additional testing is recommended.

cc: Park Engineering, Inc.

Under Separate Cover 0

-~-- Review at:1d comment ............ __ Approval ---- Signature

. x Your use and files

Yours truly,

WALTER LUM ASSOCIATES, INC.

) J ,., ( . /.1 { ·\ •2 c _..( i;!,.t..v,

By __ ~~-~----·~-~--·-·_·,_._~~~---·---

(

----------------------------MA RII:JA CENI£R -#I

TABLE I~- SUMMARY OF LABORATORY T~ST RESULTS

SAMPL~ NO. DEPTH BELOW SURFACE

DESCRIPTION

·GRAIN-SIZE ANALYSIS (%Passing)

Sieve 1-1/2

11

I"

1/2"

114 (/10 //20 /140 //100 //200

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

Dilatancy Toughness Dry Strength

UNI FlED SOIL CLASSIFICATION

APPARENT SPECIFIC GRAVITY

CBR TEST (Surcharge - 51 P. S. F.) Molding Moisture, 0/o Molding Dry Density, P.C.F. Swell upon saturation, 0/ 0

CBR at 0.1" Penetration

MOISTURE- DENSITY RELATIONS OF SOILS (ASTI.t D-1557-70, Method )

Dry to Wet or Wet to Dry

Max. Dry Density ( P. C. F.) Optimum Moisture ( 0/o)

REMARKS:

~V-JII.l . Ct..P...'fE-'1 $1L.."T

w/Sil.l.lP

IOC> \00

9S 97 90 79

54 .$1

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z. 'Z. .. 'l. 105.1

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Date e.e II)/ G.Ei'Nf31?-l¢v CON t=-t>IZ-1"1ANC.e. V'lt1H 7pt;C..IF-It;,_TIDNS.

(.e/1-1/1, By IY"'

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9S

14 II

II

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WAlTER WM ASSOCIAftS, INC., . CIVIL. STRUCTURAl. SOILS ENGI.NEERS

-•

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J l'

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X w c z

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90

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PLASTICITY CHART

PROJECT=

LOCATION I

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MARl NA 8U5/NE:.S~ CE..N-rt..e tt, V\AUNALUA) HOI-JDI-lJLU) OAHU I /-1}..\,../AII

lit.' LINE y v /

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20 30 40 50 60 70 80 90

LIQUID LIMIT

DATE ---='-:.t./...::::2.:..:..1 ~/-,..~-9~-- BY ~

MH 8 OH

100 110 120 130

WALTER LUM ASSOCIATES, INC., CIVIL, STiiUCTURAL, SOILS ENGiNEERS

e

1-I (!)

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GRAIN-SIZE ANALYSIS CURVE

PROJECT= MA8tt...IA. 13U5,1/J£55 C..E.NI£R. -tt-,

LOCATION= MAtJI(IA,LUA ) 1-lONOLtJLI) J• OA 1-/U ) J../AWAII

100

90

80

70

60

50

40

30

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10

0 1000

COBBLE

U.S. STANDARD SIEVE SIZE 3" 1.5" I" 1/2" 4 10 20 40

" II ! I\J I

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DATE 6-'90-71 BY LL

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-

0.01 0.001

SILT OR CLAY

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

TO: KACOR REALTY, INC.

P. 0. Box 25001

Honolulu, Hawaii 96825

ATTENTION: · Mr. John Higham

Gentlemen:

WALTER LUM

I EDWARD WATANABE IZRA KOIKE

WALLACI WAICAHIRO .1.0.10 WAIALAI AYI., HONOLULU, HAWAII 96816 • TIL. 737·7931

DATE: __ J_u_l...,y~25_,_1_9_79 __

Re:. MARINA BUSINESS CENTER NO. 1

LABORATORY TEST REPORT

We Arc Sending You Herewith [!]

___ Prints· ___ Location Plan ___ Field Density Test Results ___ Boring Logs __ X'-'-- Laboratory Test Results _ _..___ Soil Report ·

No. of Copies Sets 2 Sheets. __ _

General Remarks:

If changes in the material are detected during the grading vork, additional testing is rec~ended.



___ Review and comment --~Approval ___ Signature ___.x~- Your use and files

Yours truly,


B ;U. 1/Jdd~ . Y--~---------

TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE N.O. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS (%Passing)

Sieve 1-1/2" I"

1/2 11

#4 //10 //20 1/40 //100 1/200





CBR TEST

Mof-rL.&t> P->FL.oWI.I "71 L T'{ CJ L.A '(

.... ,t>.&L. i't.Ov~

41

MQ1,Lf'b

e~O""'N '5IL.T'f t:.L./>.'(

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54

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(Surcharge - 51 P. S. F.) Molding Moisture, 0/o Molding Dry Density, P.C.F. Swell upon saturation, 0/ 0


~UJ . I +? ;K---ss

3S I 44~---~{p

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 (%)

REMARKS:

'"

*= tv'\OICO'TUit.t.. C,C>N'TeNT AF-Te.Je. 4- bA'1 SoA~. I. ~E> c.. o '"'lt•J\ -e. N D 0 r r -<=7 11 & P.> c:> ttR. o W e> f:. A Ff rz.cve. t:>

?SL-ee-T FILL- • H IG ~ MOI .... TU IC,.t 5 0\t..-S SltOU\...~ e6-.10 Of""tlMU\--1 i'JIOI7j~f'.C: 1

Date 7 - '1. "' , -,, Bj w • I.e,) ,

I.<D 14.~

WALTER LUM ASSOCIATES, INC. I F-0 R.. CIVIL. STRUCTURAl. SOILS ENGINEERS

Of7.1&P

X w 0 z

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8-872

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PLASTICITY CHART PROJECT= MA~JNA ~USINcs~ c,E.~TcK. ·-~I

LOCATION 1 MAUI>JAL.U,A., OAHU, HAr'-IAU

90

80

70

60

--- -- -- ---· -- --

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~,... Mf Le~J (~ u:x - -- AHA:_L.CJ

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40

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L v

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--

v CL- ML / ML v - .. 0

0 10 20 30 40 50 60 70 80 90 100 110 120 130

LIQUID LIMIT

DATE 1- ~_,~1"} BY ____ ~~~·~~~·-----WALTER LUM ASSOCIATES, INC., CIVIL •. STRUCTURAL, SOiLS ENGINEERS

(

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINE~RS

WALTII LUM

I IDWA.RD WATANA.I.I URA KOIU

WALLACE WAKAHIRO JOJO WAIALAI AYI., HONOLULU, HAWAII 96116 • TIL. 7J7·79JI

July 25, 1979

MEMORANDUM

TO: MR. MICHAEL MORITA Kacor Realty, Inc.

FROM: Walter Lum Associates, Inc.

RE: Marina Business Center No. I Off-site Borrow from Marina Business Center No. 2

As requested, materials from the silting basin in Marina Business Center No. 2 were tested for possible use as a borrow material for surcharging and fi II ing Marina Business Center No. I.

Soil samples were recovered from the surface and from existing random pits (2 to 3 ft deep} in Marina Business Center No. 2 and tested in the laboratory.

The surface soi Is in Marina Business Center No. 2 appear to be highly· expansive clay <CH> soils, I to 3 or more ft in thickness. Laboratory tests indicate expansions (CBR method} of about 7 to 10%. We recommend that this material not be used as a fil 1· ne(3r the surface.

B~low the expansive surface clay, a mixture of slight to moderately expansive clay (GL), sand and dredged coral were encountered in some of the pits along the northern berm of the silting basin adjacent to Keahole Street. This material may be used as general fil I up to one foot below building-foundations and slabs on ground.

From visual observations, a silty sand and coral stockpile was noted at the end of the silting basin near Kalanianaole Highway. The stockpiled material may be cons.idered as select fi II. Should you consider using this material in Marina Business Center No. I, we suggest the material be tested to confirm our visual observations. . .

Respectfully submitted,


By vJ~VJJ~ Wallace Wakahi ro

WW:.es Attachment: Surrmary of Laboratory Test Resui ts

MARINA

TABLE I__L- SUMMARY OF LABORATORY TEST RESULTS

SAMPLE NO.

.DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS C% Passing)

Sieve

1-1/211

I" 1/2

11

114 #10

. #20

/140 11100 //200


Dilatancy Toughness

Dry Strength

UNIFIED SOIL CLASSIFICATION


CBR TEST

(Surcharge - 51 P. S. F.) Molding Moisture, 0/o Molding Dry Density, P.C.F. Swell upon saturation, 0/o CBR at 0 .I" Penetration

MOISTURE- DENSITY RELATIONS OF SOILS (ASTM D-1557 -70, Method )


Max. Dry Density ( P. C. F.)

Optimum Moisture (%)

REMARKS:

OFF -<71TE- e>Ciltz.tLo~ •·tofAF-1~1-. et.Jo;. G--Tit, M- '2. PII~I Ptl-tlt P\J ~, o'-r't ·t'-z.'±-. .z·-~'-t.

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~ MCI'?iU~f; C.Ot-.lie~i ~He~- ~4 ·t>A"'f· 'SOAit- • WALTER wM ASSOaAm, INC. I CIVIL. . STRUCTURAL. SOILS ENGINEERS

By · w.u.

(

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

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

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION


Sieve 1-1/2" I II

1/211

114 {jJO

//20 1140 //100 //200

ATTERBERG LIMITS Air Pried or Natural Liquid Limit Plastic Limit

Plasticity lnd'x

Dilatancy Toughness Dry Strengtb



CBR TEST

(Surcharge - 51 P. S. F.) Molding Moisture, 0/ 0

Molding Dry Density, P. C. F. Swe II upon saturati an , 0/ 0 CBR at 0.1" Penetration



Max. Dry Density ( P. C. F.) Optimum Moisture (%)

REMARKS:

-* . MOI'?"TUfZ-6

Date By

OFF-"11e. ~Oit.le.Ov.i- NIA.t'l\to4A ~us. C."l'rt. • .sf '2. f'l1 t$- '2. -- PIT-#- ;z. raT It ~ PIT :it t

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WALTER WM ASsociATES, iNC., . CIVIl STRUCTURAl SOILS ENG_I_NEERS

I

X w 0 z

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PLASTICITY CHART PROJECT= MA~JtJA ··eus1NE~S cet-JTee... N~ '

LOCATION• fv'IAUNA'-L.IA. ·• f-f0NC>l..UL4 I J.+A~.A.IJ

90

80

70

60

50

40

30

20

10

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LIQUID LIMIT

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'· v "/4' LINE 'y

~-PIT .-, Lo'-1':) v i

/ v "

/ v

80 90

MH 8 OH '

100 110 120 130

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

(

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


P. 0. Box 25007

Honolulu, Hawaii 96825

ATTENTION: Mr. John Higham

Gentlemen:

WALRR LUM

I EDWARD WATANABE EZRA 1101-KE

WALLACE WAIIAHIRO J030 WAIALAI AYI., HONOLULU, HAWAII 96816 • TIL. 737·7931

DATE: August 13, 1979

Re: MARINA BUSINESS CENTER NO. I

LABORATORY TEST RESULTS

We Arc Sending You Herewith []

___ Prints ___ Location Plan ___ Field Density Test Results -...---Boring Logs __ x_ Laboratory Test Results ___ Soil Report

No. of Copies 2 Sets. ___ _ Slleets __ --'-

General Remarks:

I-f changes in the material are detected during the grading work, additional testing is recomoended.


Under Separate Cover 0 .

___ Review and comment · ---Approval --...-- Signature _x.,...__ Your use and files

Yours truly,

WALTER LUN ASSOCIATES, INC.

1/J. vJ~L By ____________________ __

(

TABLE I__!:_- SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SA~PLE NO.

· DEPTH BELOW SURFACE

DESCRIPTION


Sieve 1-1/2" I" 1/2" 1/4 //10 //20 //40 1/100 11200


Dilatancy Toughneaa Dry Strength



CBR TEST

(Surcharge- 51 P.S.F.) Molding Moisture, 0/ 0

Molding Dry Density, P.C.F. Swell upon aaturati on, 0/ 0




Max. Dry Density ( P. C. F.) Optimum Moisture ( 0/ 0 ) ·

YA!~

~B Z-2 ~~

~ L-OW- J ... un..t e ~QQ. ~T'~fE .

.t:Ht~t~

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\.1 10.?7

REMARKS: ~ MOISTURe. LO~ToNT A-FfBR t.t~DAL-f SoAIL

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SW-.Sf'J\

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27

WALTH LUM ASSOCIATES, INC., OVIL. STRUCTURAL. SOILS ENGINEERS

TABLE I_j;:_- SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION

GRAIN-SIZE ANALYSIS C% Passing)

Sieve 1-1/2;1

I II

1/211

#4 IJ 10 1120 /140 /liDO /1200





CBR TEST (Surcharge- 51 P.S.F.) Molding Moisture, 0/o Molding Dry Density, P.C.F. Sw.ell· upon saturation, 0/ 0

CBR. at 0.1" Penetration


Dry to Wet or Wet to Dry Max. Dry Density ( P. C. F.) Optimu"' Moisture ( 0/o)

1?R£>Wt-.1 C..l..4J1cM . .SAND~{ (:srl.A-\1 ~ \.;o

11

t'1

KGQ.tirtf~

U1<11J

1-'Z..\ /'?$.1~t:-____ _ 9'1.'? ~.1

REMARI(S: * t-40\S1\A~ (..0~\~~f A.fl~~ tt--DAI..f SOAK. I. '?llMPI-E: ~ ~ MA"'f P.:>e Af"f"\t-0\/E::b 'rOtL ~\\...v . _ VI ~ i o I ~ " ~ 6' \.- o W ~ \ 'N \ <; H 6 \t.A. t? & ,

By h\\L

WALTER LUM ASSOCIATES, INC. I C.IVIL. STRUCTURAL. SOilS ENGINEERS

X w c z

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1-en <[ ...J Q..

B-872

PLASTICITY CHART PROJECT: I. ~b.~I~A f6V(?tt-lE.-SS. G6~T"ee. NO. (

LOCATION a MAu~t~.-L.UC. Uot-JoL.UI...lA \-\AWAl \ ~------------J J---------

90

eo

70

60

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50

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30

20

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v 0 0 10 20 30 40 50 60 70

LIQUID · LIMIT

DATE ~- l0-1't BY _.....,.\M,.;..&...l(.....__,_,.....;•_____.--

80 90

MH 8 OH

100 110 120 130

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

..;

n _, ::>

e e e

GRAIN-SIZE ANALYSIS CURVE

PROJECT= · MA-Rlt4A 13US.tr-.LE;S~ · c..e.t-..~.T6~ t--m. \-

LOCATION= MAUt-tll.L.lJA t-40N't>t..UL-U WAWA.\ \ I )

U.S. STANDARD SIEVE SIZE 100 3" . 1.5" ,.. 1/i' 4 10 20 40 100 200

111111 I I I Ill! II rtUblllllllll I II IHIIII II I I I II II II I I I I IIIII I I I I I

so 1111111 I I lllitlUU If~ t1 ttttll I II 11"111111 I I I 1111111 I I l 111111 I I I I 80 11111111 IBORRhilll4i41J,.JR JCiliJJ lltft~1~R041!tttr!rr1~!~1mrt 1· 1 1 1111111 1 1 1

I ~ I · . ·rr-r 1"1 I \ !U j j ! 11 Ill I I I ·!< 70 l II' "'' u J

\ 1,. • -" ~ ·~ I l ......._ 1\ . II j j ! jl Ill I I I

"' II II " .jl _i _i 3: 60 ! l l

-.1. I \ L.L ..1. ..1. II Ill I I >- j l 'I I I I I m I' r- . IIIII I I I 1 "' so l

1 " -' -' ~ I I

W 1 j ll_ ~ 1 1 I Ill I z • ll.. -' ~ ii: 40 I : 1 ~ >- ' I I . II I " 1111 I " ~ . " j_l 1 u 30 !· I '' ' \ " ::i -' ! I! " \. jll Ill I I I

1 0.. I . II ~ ll II "~ 20 n !H ~ H l illll 11--l . (,_,_. fi;;'-1 10

0 1000

COBBLE

DATE 8/8119

II ll _L..L j IIIITr!l I TJ~

100 10 1.0 0.1 0.01 .GRAIN SIZE IN MILLIMETERS

GRAVEL SAND

COARSE I FINE COARSE! MEDIUM 1 FINE SILT OR. CLAY

BY Wl1

0.001

__ ,' ·,

l

·e

e \

'

'·

;_.


TO: . KACOR REJ'~TY, I~JC.

P. 0. ilox 25007

Honolulu. liavaii 96825

ATTENTION; Hr. John Higham

Gendemen:

WALTER LUM

I. IDWARD WATANABE

IZRA KOIICI WALLACI WAKAHIRO

IOlD WAIALAI AYI., HONOLULU, HAWAII 96816 • TIL. 737·7911

DATE: October 17, 1979

Re: ~!ARINA BUSINESS CENTER NO. 1

LABORATORY TEST RESULTS

We Arc Sending You Herewith lKJ

___ Prints ___ Location Plan ___ Field Density Test Results ___ Boring Logs -~x.__ Laboratory Test Results ___ Soil Report

No. of Copies Sets 2 Sheets __ .,--

General Remarks:

If changes in the material are detected during the grading work, additional testing is recommended.



-----"-- Review and comment ___ Approval ___ Signature

v Your use and files

Yours truly,

.WALTER LUM ASSOCIATES, INC.

(

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

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

= MU

DESCRIPTION


Sieve

1-1/2" I'' 1/2" //4 II 10 1120 1140 l/100 //200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit PI asticity Index



APPARENT SPECIFI.C GRAVITY

CBR TEST

(Surcharge - 51 P. S. F.} Molding Moisture, 0/ 0

Molding Dry Density, P.C.F. Swell upon saturation, 0/ 0


MOISTURE- DENSITY RELATIONS OF (ASTM D-1557-70 1 Method )

Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture ( 0/ 0 )

SOILS

B7 78 70 iPI 53

40

Nl-~

+3. 2.'1.. 2-1

M~DJV/il\

~E.D. 1-\ l(:;d-\

IB.4{22·?il::j !4.B

1. -11-1t. __ f3>oJZ.~Q\'IJ tv/ATI5~1A.L •. t. MA'f .. f?JE;, /tP.Ff\OVSP_ FOR. ll5c AS F/1-f.-, UP -:to ____ f?:lN15..H ... t;!ZA.P6. · ·--~ ----- - -···-··

Date 10 -I" -7q By & . WALTER WM ASSOCIAm, INC., CIVIL. STRUCTURAL. SOILS ENGINEERS

X w 0 z

> 1-

0 1-en <[ _J a..

8-872

90

80

70

60

PLASTICITY CHART PROJECT I MAR\NA: BUSINESS CENTER ~·\ LOCATION I MA\JN.AL\lA:~ '""'ONOLULU, HA.\NA\J --

CH

"A' LINE y v /

v

v I'"

50

/ /

40

30

20

10

0 0 10

/ /

CL ... v. eo~~ JF~ ICAit"-Jt ~) / s~ ..

C.eNrn v /

v CL-ML / ML

'/ 20 30 40 50 60 70

LIQUID LIMIT

BY_--.;.If:.....,.. ·+---. __ _

80 90

MH 8 OH

100 110 120 130

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



P. 0. Box 25007_

t-bno I u I u, Ha-,,a i I 96825

ATIENTION: f·~r. John Higham

Geodemeo:

WALTiR LUM

I EDWARD WATAN.ABE IZRA IIOIKE

WALLACI WAIIAHIRO 1010 WAIALAI AYI., HONOLULU, HAWAII 96116 • TEL. 737·7911

DATE: November 30, 1979

Re: MARINA BUS I NESS CENTER NO.

LABORATORY TEST REPORT

We Arc Sendlog You Herewith (I]

___ Prints ___ Location Plan ----- Field Density Test Results ---Boring Log$ _.X"'--- Laboratory Test Results ___ Soil Report

No. of Copies Sets __ 2 __ Sheets~--

General Remarks:

If changes In the material are detected during the grading work, additional testing Is recommended.



___ Review and comment -------· ...... Approval ___ Signature

X Your use and files

Yours truly,


' . ,: c/. ;;t)?/:_>c; ;'J. ; ..

By------------~------~

/ (



DESCRIPTION

GRAIN-SIZE ANALYSIS (o/o Passing)

Sieve

1-1/2 11

In

1/211

#4 IJ 10 /)20

/140 1/100 /1200





CBR TEST (Surcharge - 51 P. s. F.) Molding Moisture, 0/ 0

Molding Dry Density, P. C. F. Swell upon soturoti on , 0/ 0

C~R at 0.1" Penetration

MOISTURE- DENSITY RELATIONS OF SOILS (ASTM b-1557 -70, Method )


Max. Dry Density ( P. C. F.) Optimum Moisture ( 0/o)

Y~1'U!Z.Av ~0 1..S ?tl ...

21..DW 1-1~ ~11EE

!d!t.sY

~!d

h.IAluttAL. 7(), ?I 41

~I..{) 161-l::! 121::! (. :511E£

Vr;.rti H·!Ct~

(_.U

1/1.? /4'1.1{ qo.o

1.'7

REMARKS: 4K- t101~fUIZ£ U>t-J1"E.t-JI Af''f~ tf-OM.rj SOAK, .1• ~Oil-lZo.-0~ r-tz.ot-J\. \L.A l MIA 1<.1 71.4 f'&. C;'1£.. ~ 1-+AFf.A-\ONe, -

rtec..O\VIM6""'\? A'? C::rf1\-.lerz..~'-' 1"-l~t..- \3&\..-01,/'l ~· o~ rH~, Gr~D. . '2.· l:ll~c:z..u•..JJ4. 4 0012-~\"1- IZ~ 1\Atv\t.:> N P U f" ""( o 'f- \~ ... G (Zo-O,

Dote 1\.10~11 By V\~ ·

1-l "'·n.uuq ... 4-l.t 11 1.,1

~bOW ~fd2-~11EE M~DIIdt1

Cb: .

11,6 I 1.'-t.if .c 1011

11.o

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

X LIJ 0 z

>-~

(.)

~ {/) <( ...J Q.

e

8-872

90

80

70

60

(

PLASTICITY CHART

PROJECT 1

LOCATION I

MA12.1i-JA ~U~I"-'E.S~ C..E:..t-4fE:.~ ~0. I

KAL.lt-...JAL,.UA W-ONOL,Ut..L-1 t-1ALJAII ) v----------

·"- -- -

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40

•• / /

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20

10

0 0 10

v CL- ML /

v 20 30

DATE \\- 'LI-(q

.A-

/ /

/ '/

ML

-- -. --

40 50 60 70 eo 90

LIQUID LIMIT

BY Mk

MH 8 OH

100 110 120 130

WALTER LUM ASSOCI_ATES, INC., CIVIl, STi!UCTURAl, SOilS ENGINEERS


TO: KACOR REAL'IY, INC.

P. 0. Box 25007

Honolulu, H-awaii 96825

ATTENTION: Mr. John Higham

Gentlemen:

' I

WALTER LUM

I EDWARD WATANABE EZRA ICOIICE

WALLACE WAICAHJIO 3030 WAIALAE AYE., HONOLULU, HAWAII 96816 • TIL. 737·7931

DATE: July 9, 1980

Re: MARINA BUSINESS CENTER NO. 1

FIELD DENSITY tEST REPORT

We Arc Sending You Herewith ~

----'--- Prints X Location Plan X Field Density Test Results

___ Boring Logs X Laboratory Test Results

-'--'---~·. Soil Report

No. of Copies Sets 2 Sheets __ _

General Remarks:

For period ending July 3, 1980.



___ Review and comment ___ Approval ___ Signature


Yours truly,


1-675

/'


r WALTER LUM EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO I 3030 WAIALAE AVE . HONOLULU. HAWAII 9e818 TEL. 737·7931

FIELD DENSITY TEST REPORT

Field Density Test Results as follows:

Ending 3uY1 1./ 19~ 2... Sheet--'-___ .of ____ Sheets

Date Lot No. FlU Moisture Dry Standa_rd Relative

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

S- J{p-~o ~M-ilL -~ O'± -z..r.s 40.4' I DJ..f ~7

II I~H~ t..Ol" ~ 0'-i- ~0. ,. q(o.-1, ., ct'-1'

?·1.-1.-· e,o ~~'?\ {~ ot-t. '1,;0.'7 qt,,lf IO'f €A

...

&-g-go ~J.,;- @ O'i Z.,t."Z, Cf"l-.S I 04- eq If P\""C @ '?1'-t.. 1~.'2,.. 1/Lf'.? Ill A. ">100 .;,.,,..,. v C:\\..-l.-

..

t,.q·BO l:n.~-~IL t.. ({; t.. r:; , -!. le.'l IOI.S 101,.... A qq

(, ... ,'l.. .. so PJ,k C'IU... fi: 0'-4;.. 11.0 100.1 i 04- CC{el

II ~~~f."ILL- --~ -z,t-t 11.,1 10"?.1 ,, qq

PAIZLI t·.ll..-_@C Ot:t '2..1. l e~.s e,a:; lr'Z..4--~ LAT' IOL.f'

PAe~tJ~

.60: O't.. 'Z..e.'l, SS.€> e~ ,, L.-0"1" . ,,

& -~·00 PMi!"-t 1-1 !.r m 0'-L Z.l .. 1- 107.-. 4> ~ 0 t.f' qq ~!>"'T") .. -

..

• Approximate depth below finish grade.

-ro ~G 126- JZ,.L:I L-l..bO '{ ~~.,..~"'(h(

iO~G l2.62.o L-loH t:

io t;~ . IZ~ rLD !.(.£ D u-r~~:ru; f

fc) ~" ~~1.'-"D

1 f~f'£"'1'Gr.>

r ~

• • Density in pounds pel' cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70

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

Q Indicates Test ..... taken in the ..... shown.

A t'\OI~f"l)cz.£, D614SI1'~ fZ.GS\.(L.'r? PI<.'-\/IOU~L..l ?ue..-11\re,D Ul--1rn:f2.. MA12..1t-JI.I.. Lf ~ u~orvr s ro~ '' T~~-r ee..~ut...fS.

BY Int.\~& ~ 4:

/

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

(-- WALTER LUM EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO

3030 WAIALAE AVE , HONOLULU, HAWAII 911818 TEL. 737·7931

FIELD DENSITY TEST REPORT

Field Density Test Results as follows:

Ending _---:::.Ji..x:U:....:L+(~· f----J.'?J'----___ 19!Q Sheet 1..- of o/ Sheets

Date Lot No. Fill Moisture Dry Standard Relative

Layer• Content Denatty•• Density•• Compac1ion • • •

IP~U1-eo $c..IPuu-{A1U£-E.f

1'-!. ~ l<P,"f to?:? lOtf qq

lP-"JO- go ~~rrJ..~ O't.. ~ 1&7.0 ·to?.'1 IO!f qq

---·- •• OfZ:I.l((-51" o (Zh

''·t or t'?.(p 111.-.to II \ A >tOO

1- 1-'ao Su P&IZ..I'-\A-vli•;-1 O!z ~- 1Cf.1.. 114.'? I I I .. >Joo

7-; .. eo 17~1,...&Uf

I~ ~ Jq,tp IOfo.tt IOtf >100 ~_f."t")

-.

~

• Approximate depth below finish grade.

•• Density in pounds pel" cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70 e • • • Tests indicate the relative co~paction of the soils only at t!Je test locations.

Q Indicates Test ..... taken in the __ ... ~hown.

l.e75

KOt<;>rU~ D'-"-'Sl'f'1 1210$Uf.;f7 [?rzr;;viOLH;J..l-f t,L.t01'41'ff~D U~o-J.f75 rz.. ''HA21t4A- t+ SIJBDI\/If-1014

11 "'("&~.,- ~S'-ll.-1'~

BY ~lf\A~i· ~~'k~c..,IL-ON __ _

f./1). I


()r: r: ':::.I-re.

BORING NO. SAMPLE NO.

DEPTH BELOW SURFACE

DESCRIPTION


Sieve 1-1/2" I"

1/211

#4 (/10 //20 /)40 //100 {)200




APPARENT SPECIFIC GRAVITY.

CBR TEST (Surcharge - !51 P. S. F.) Molding Moisture, 0/o Molding Dry Den sit;, P. C. F. Swell upon saturation, 0/o CBR at 0.1" Penetration

MOISTURE- DENSITY RELATIONS OF SOILS (ASTM D-1!5!57-70 1 Method )


Max. Dry Density ( P. C. F.) Optimum Moisture (%)

REMARKS:

1k PRC.VIClJSL'< 61J1U1liT1£D ON

Date £ ~ 2. ~ .. So By R . H.

BoR.ROv../ !="ROM f='T. SH;.FT~f<..

BR.OWN S I L T 'I 6 A.N P (y\t>~ ROC.i-<) -----

A Wff To D€'(

•!0! 20.~

WALTH LUM ASSOCIATES, INC. I CIVI.l. STRUCTURAl, SOitS ENGINEERS

.e

3-775

130

12 0

II 0

hD. -104 I.L ~ 10 0.. _96.

>-

0 !L

.6._ 1-ii;9~. z l&l 9 0 0

>Q:: 0

8 0

7 0

6 0

MOISTURE- DENSITY CURVE ( ASTM D -I !557 -7o, METHOD!::_) PROJECT • MAtz..\ t--.16.. ~usu--t e;ss G&t--J-r~rz.. f....lo. 1 ,1 ,

· AG8RE9ATE: /4 MINLI~ LOCATION: MAUhi6L-UCI. uot--.~ot..-c .... u .... u UAWAt t MOLD SIZE :4-.o"¢ ><.4.£- "H

. . HAMMER I 10 L-~S SAMPLE NO.: OFFS11'0 ~OIZJZ.Dv' ~rzof.J\ ~-r. s~~FT~f2.. LAYERS1 5 t-AYERS SAMPLE DESCRIPTION: ~ru>vJN ~ 11,..1"'1 SAt--..1 D BLOWS I 5~/L-AYE e._

1-.

f-

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WATER CONTENT (0/o) WALTER LUM ASSOCIATES, INC. I · - ----~··---------·-·· --CIVIL. STRUCTURAL. SOILS ENGINEERS

. --- ------------- --

DATE .5-9-f>o BY . ~YS

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0 INDICA1 ES_ THE EST I MATED LOCATION OF TE.ST ll-j . T.t:>-KE.N >clN THE ARE:/\ SHOWN

. . ' FOR TES1 RESULTS. 'SEE. THE. SUMMAR..'i.

TEST LOCAILON 'SKETCH

-MARINI\ Bl:iSINESS C~Jf~R- N~J (MA-RKEl DRUG- STORE. 61\NK 4 FAST FOOD) ~AUNAlUA HONOLULU . Hf\WAII TA.~- MAP KE.Y: 3~-9-08: POR.l3 .. - --- .. --------· ----. ·-·- -----·---- ------

Ot. ~~~~ W<\rrrp UJM ASSQ,: ·t•,lES. INC. .J(•li) WA!AiAf A"E

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I TEST LOCA'TION SK

MARINI\ BUSINESS C (MA.RKEI DR.UG ST BA.NK 4 FAST FOO !'i'AUNALUA. HOI':-IOLU 11\)(;. MAP KE.Y : 3- 'l -,

... ---· ~· ..... -~--·-·· ----. --.. - _.....,.J,

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oe. .kl.ff!J. CML -: ,.....,_, r·TEST DAlES·. 1='ROrvi'·S::U,.fJO:· TO 1--'1,~0 --.. '

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

TO: 1\.A,COR ~AL'IY, INC.

P. 0. Box 25007

Honolulu, Haunii Q6825 ATTENTION: Ur. John Higham

Geodemen:

(

WALTER LUM

I EDWARD WATANABE EZRA ICOIKI

WALLACE WAICAHIRO 303.0 WAIALAI AYI., HONOLULU, HAWAII 96816 • TEL. 737·t9ll

DATE: July 30, 19£:0

Re: HARINA BUSINESS CENTER NO. 1

FIELD DE!lSI'IY TEST REPORT

We Arc Sending You Herewith [i]

___ Prints X Location Plan X Field Density Test Results

__ .....,Boring Logs ___ Laboratory Test Results ___ Soil Report

No. of Copies Sets 2 Sheets __ _

General Remarks:

For p'eriod ending July 14, 1980.


Uoder Separate Cover 0

___ Review and comment ___ Approval ___ Signature


Yours truly,


(A/. ? ( •

By w. V!'Lk.-~ ---------------------

1-675

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

WALTER LUM EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO

3030 WAI,-LAE AVE . HONOLULU. HAWAIIII8818 TEL. 731-7831

FIELD D~NSITY 1:EST REPORT

· Field Density Test Results as follows:

Ending JULY I'! 1980 Sheet _ __,_ __ of_..L-__ Sheets

Date f,U\\. .. 0 I Nlft Fill Moisture Dry Standard Relative

p..rz..r;:;,f:>r Layer• Content Density•• Density•• Compaction•••

7-8-80 DRV<l CD I'!. /5.8 110 I l Ill A qq :5TORE"

1-q -80 Fl>6i CD I'! 16.8 112. I Ill .. ) /00 t=oo.c II OR~ @ o'! >too sro£~ jL-t.) /Ob./4 {0'1

7- l'+-8d IR.t:STt..I)RAI'Ji(D o' 'i /3.~ I /D. '1 /04 >too . L• by~\(....t;; (C ot..f I '1. (p 100.'b " >tOO

,, f'A llJLi~ li] 1,;0"{' tfZtudh. I (ft. Zt. 1..- 100.4 II q(p

~

A. t-'\Ot~fi..Hl-6 P~t-..JSr,..'-1 ~_b~Uc..:'[5 l2 ~JJOUSL..~ ~ue!'-'1t"C GD 1..\1--lt:>eR l<f\11 AfZ.lt--~A Lf S U13DI\1!510 N ,. T'E.ST t<. 12; $ u L.:f s.

.

• Appro~imate depth below finish grade.

· •• Density in .pounds pet· cubic foot. Standard density refers to density as indicated by the ASTM ME!tJ'tod, 0·1557-70

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

<I) Indicates Test .~ .\ .. taken in the~- shown.

.·.

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t

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