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· .·. 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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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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WAlTER WM ASSOCIAftS, INC., . CIVIL. STRUCTURAl. SOILS ENGI.NEERS
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PLASTICITY CHART
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LIQUID LIMIT
DATE ---='-:.t./...::::2.:..:..1 ~/-,..~-9~-- BY ~
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100 110 120 130
WALTER LUM ASSOCIATES, INC., CIVIL, STiiUCTURAL, SOILS ENGiNEERS
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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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DATE 6-'90-71 BY LL
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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.
cc: Park Engineering, Inc.
Under Separate Cover 0
___ Review and comment --~Approval ___ Signature ___.x~- Your use and files
Yours truly,
WALTER LUM ASSOCIATES, INC.
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
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
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./>.'(
~fr:n?,c.,. fl.O'-'~
54
~e.b. ,
(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
~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,) ,
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WALTER LUM ASSOCIATES, INC. I F-0 R.. CIVIL. STRUCTURAl. SOILS ENGINEERS
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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,
WALTER LUM ASSOCIATES, INC.
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
ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughness
Dry Strength
UNIFIED 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/o CBR at 0 .I" 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 (%)
REMARKS:
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By · w.u.
(
--------~~----------------
TABLE I;..!L_- SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS (%Passing)
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
UNI FlED SOIL CLASSIFICATION
APPARENT SPECIFIC GRAVITY
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
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:
-* . MOI'?"TUfZ-6
Date By
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WALTER LUM ASSOCIATES, INC., CIVIl, STRUCTURAl, SOILS ENGINEERS
(
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, sOILS ENGINEERS
TO: KACOR REALTY, INC.
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.
cc: Park Engineering, Inc.
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
GRAIN-SIZE ANALYSIS (%Passing)
Sieve 1-1/2" I" 1/2" 1/4 //10 //20 //40 1/100 11200
ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughneaa Dry Strength
UNI FlED SOIL CLASSIFICATION
APPARENT SPECIFIC GRAVITY
CBR TEST
(Surcharge- 51 P.S.F.) Molding Moisture, 0/ 0
Molding Dry Density, P.C.F. Swell upon aaturati on, 0/ 0
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 ( 0/ 0 ) ·
YA!~
~B Z-2 ~~
~ L-OW- J ... un..t e ~QQ. ~T'~fE .
.t:Ht~t~
GU
\.1 10.?7
REMARKS: ~ MOISTURe. LO~ToNT A-FfBR t.t~DAL-f SoAIL
IQO gqJ ~t2. !?l~ fa(p
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YA1U~L !::!Df.J-1'LA~1'1(...
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ri~\C:.~-t G>~<-A'Pe.
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t-JA1\J~ L, N.o.t-.t -PLAS'{I~
SW-.Sf'J\
I'?,Y;/'2.0.0 -iE !Q(,q
27
WALTH LUM ASSOCIATES, INC., OVIL. STRUCTURAL. SOILS ENGINEERS
TABLE I_j;:_- SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS C% Passing)
Sieve 1-1/2;1
I II
1/211
#4 IJ 10 1120 /140 /liDO /1200
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. Sw.ell· upon saturation, 0/ 0
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.) 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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PLASTICITY CHART PROJECT: I. ~b.~I~A f6V(?tt-lE.-SS. G6~T"ee. NO. (
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20
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~FF.SITE &oe.eD\1 -~u.:;. ~D .... 7 /
/ v
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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
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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
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WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS
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.
cc: Park Engineering, Inc.
Under Separate Cover 0
-----"-- 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
GRAIN-SIZE ANALYSIS (%Passing)
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
Dilatancy Toughness Dry Strength
UNI FlED SOIL CLASSIFICATION
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
CBR at 0.1" Penetration
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
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40
30
20
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0 0 10
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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
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS
TO: KACOR REALTY, INC.
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.
cc: Park Engineering, Inc.
Under Separate Cover 0
___ Review and comment -------· ...... Approval ___ Signature
X Your use and files
Yours truly,
WALTER LUN ASSOCIATES, INC.
' . ,: c/. ;;t)?/:_>c; ;'J. ; ..
By------------~------~
/ (
TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS (o/o Passing)
Sieve
1-1/2 11
In
1/211
#4 IJ 10 /)20
/140 1/100 /1200
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/ 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 )
Dry to Wet or Wet to Dry
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\~ ·
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11,6 I 1.'-t.if .c 1011
11.o
WALTER WM ASSOCIATES, INC. I CIVIL. STRUCTURAL. SOILS ENGINEERS
X LIJ 0 z
>-~
(.)
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8-872
90
80
70
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PLASTICITY CHART
PROJECT 1
LOCATION I
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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
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, 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.
cc: Park Engineering, Inc.
Under Separate Cover 0
___ Review and comment ___ Approval ___ Signature
X Your use and files
Yours truly,
WALTER LUN ASSOCIATES, INC.
1-675
/'
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS
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
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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
TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS
()r: r: ':::.I-re.
BORING NO. SAMPLE NO.
DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS (%Passing)
Sieve 1-1/2" I"
1/211
#4 (/10 //20 /)40 //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 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 )
Dry to Wet or Wet to Dry
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-<) -----
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WALTH LUM ASSOCIATES, INC. I CIVI.l. STRUCTURAl, SOitS ENGINEERS
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· 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._
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WATER CONTENT (0/o) WALTER LUM ASSOCIATES, INC. I · - ----~··---------·-·· --CIVIL. STRUCTURAL. SOILS ENGINEERS
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DATE .5-9-f>o BY . ~YS
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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 .. - --- .. --------· ----. ·-·- -----·---- ------
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MARINI\ BUSINESS C (MA.RKEI DR.UG ST BA.NK 4 FAST FOO !'i'AUNALUA. HOI':-IOLU 11\)(;. MAP KE.Y : 3- 'l -,
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" .... ., .. ,. ...... .. 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.
cc: Park Engineering, Inc.
Uoder Separate Cover 0
___ Review and comment ___ Approval ___ Signature
X Your use and files
Yours truly,
WALTER LUN ASSOCIATES, INC.
(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•••
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