scholarspace.manoa.hawaii.edu · ""o< ···1':·:.·:' '''':' ·I·, I · .. 1' .·· ' . . . ....
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·· .. , . . ·,:·· " ·. 1 ·.· ·· .. ; .... ./3996}0(( . .,12 •. ,- INTERIM COMPACtiON REPORT . . .. ··:.". PAALAA KAI UNITS IAND II • - . . : ·r.. -. -, .•• , '- .. ·. . . . . . ' .. :·· :-:- .. , . . '" ,_.;·. •:;. :::·,_ 773-20 FEBRUARY'' lS ;····:1980:,; · •• •• • .. -.-. --.- •• ' .. 1 - ._:_ :.<-· ·' FOR.: OCEANIC PROPERTIES GEOLABS- HAWAII. 1553 COLBURN STREET, SUITE 202 HONOLULU, 96817., . MUNICIPAL. of .. J·Iono_lulu .. ..··. . .558'5. King StreeF · on.olulu. Hawaii 90013 . ;_. ·:>- ' > -I v_.,, I ' . . i · f{o lf'l
Transcript of scholarspace.manoa.hawaii.edu · ""o< ···1':·:.·:' '''':' ·I·, I · .. 1' .·· ' . . . ....
·· .. , . . ·,:··
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./3996}0((
. .,12 •.
,-
INTERIM COMPACtiON REPORT . . .. ··:.".
PAALAA KAI UNITS IAND II • - . . ~ : ·r.. -. -, .•• , '- ..
·. . . . . .
' .. :·· :-:- .. ,
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w~o. 773-20 FEBRUARY'' lS ;····:1980:,; · •• •• • .. -.-. --.- •• ' .. 1
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FOR.:
OCEANIC PROPERTIES
GEOLABS- HAWAII.
1553 COLBURN STREET, SUITE 202
HONOLULU, HA~AII 96817., ~.~,,~\
~~~\) .
MUNICIPAL. ~EF~~y~::RECO,RPS :ce~T~R: -~~~nty of .. J·Iono_lulu .. ..··.
~~~lt»n~:~ex . .558'5. King StreeF · ~\. on.olulu. Hawaii 90013 .
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1553 Colburn Street, Suit~ 202 · .. ::. ~- > .(8()8)841~5064 . ~· . .
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···· . Febl"U~~i·~JJ'r~.~o .... ~ -. , ..
• o.ce·~hic Properties ~~Q Merchant Street
. ;· .
~~o~~Box 2780 · HonoJuiu, .HI · 96803
Attention.: ·Mr. Jan1es Caldwell
· Subject: ·
Gentlemen: .
·rnte;rim Compaction Paalaa Kai Units t.·
. ;.
,> ' . · . .' . '-~ ' ..
·· ...
. : --~ '
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--:~,"'. :: .. '. -.. . . . :. ; ·: ..
This interim report summarizes our: :qompa2·ti'o~-:!·~.ri~<i.;,tl>o~p,to;ry . _· .. · ... ~---~ ~ .... ·... . :·:: . ~-; ~ .. _·: :·:·~--~-~r~··:< _;. -.~::.-,~:-./) ~ .. 1~-:·~~·:,>. <_:_~ ~ :, :··: ~-.·: .. ~_.: \"i~· ~ -:~<-~ ·: ... ~· . -. /·· ..
t'es ts perfotiil~d :from ·about Jun~-, . ~9.79:~:-.··, .. ~:R·c:th¢;~pf~A~;~n!.:;,q\}riJig ..... ,. . • . • . .. - . . . . _: .......... ;:·: .·:: ·, :: .:_ ~-;·_·· .. _'_ .. ;- _·:.:\~ :·-. ::: ·: .i :.~_~.::>·~}:_:_;_}:{ :·:~::: :·:·- :_. -:-··: ;:.:~.-;-~_~:~\;.: ._f:''·/:.·-,:~.-: .· ,~f.· .•
·the earthwork and grading opetatio,n ·at :·the above~re'f~reno.ed . . . . .. • • .!) ::. ~-· :; ,,;:_ ; .•.. ~·. < l .
·,· ;, prbj ect. · ,;·!:t-.. .. ~;
Tne lots in Units I and II have. basica:liyi.::beeri.;: corts:tr~c'te.d . · ..
to final grade and Compacted adeqti;t;l~L:;;f~~;::.;titH~:4.':~· . tes:t · results for the in -place fill .ar.~:: P:r~seift¢qA:rl:<tfi~·;,~:'c,,'
: ::::h::. :::: a:::::m::: ~ ::~: ::: ting,:Ye;~:!lti;~~~~s -~:::ove.d . : '.' ' ' ~':~::_:::;:> ..... -: '· · .. ··.·._·;:,_ ... -....... ~>:.!"~-.:'.'··-~- .. :\''_;~;~:::: ..... ·:_.~-·-
and the existing ground scarified and' ·recompa<:t'e<i. ': The ;fill
was then placed in horizontal lifts;a:nd compaki,~~,:::~o a;~-~'fi~-. ,, · .. ;,
mum of 90 percent of its maximum dr;:d~nsity~ ..
...
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Oceanic Properties W.O •. 773-20 February 15, 1980 Page 2
.'· .· ._·:.:.:·. . . : . .' ·. '·>:·
Pu:ring the grading period, various on-site'soil,types were . ' . . ·, .... ·.. ' . '
. . . .
tes-ted prior to be· used in the fill. · .· 'i'h~ ;maximum ·:soil •';.
densities and optimWTi moisture contenti':were est'ablished · . . . . . - ' . . ;·... ·. '·.:f: ...... • . t.l; . :_~-.:·.,~. ~ ..... • . ,,. ~
in our laboratory in acc;ordance wi th·A~TM ·p-ls~<f (;\e·s1gria..t~on, .. :_;,
and tbe test results are as follows:
Soil Type
Tannish brown silty sand with cora,l fragments
Reddish brown silty clay
Brown silty clay
Dark brown $ilty clay
. Peat Bog .Area
MaximUl11. · .· ., ·Optimum~ · Density : . . ·.Moisture' (p.c .. f':} .. > ..• :(%) .·· .·•
. . . ~-~ ., ' ·. ·_,._: ' :·: ~ ... : . ..
102.5
100.5 ..
99.0
91.9 i
.·;,,
.·. ~:·.17 .. 0 ..
.... : 26. 0
28.5
. 30. s-: ·. ' ;:· ..
... · ...
. ·\.
T.P,e original soil investigation encountered ?oft,organic
silt and peat in the lowlying gully area 'at the ,north~i'n
boundary o.f the project. Fill, up to.abo\lt l~>£eethigh, . . ~- . .
was planned at the edge of this peat bog ·are~~ ·
It was originally assum~d that the soft-wet upper· soils would
be limited in extent and that it ~ould be possible to elimi
nate settlements by excavations and construction of suitable
granular buttress.
GEOLABS-HAWAII .
,··
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• >, Oc;ean,ic Pro~er:ties ., .. ., . W.O." '773-:--20 ...
February. 15, 1980. Page 3
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~···· ) .
Addition~! b()rings and. test pits: Cl'~fe~. t~···pur i~tter report.· · ·, -:-. .. >c. " . . :'_".· l
''·'· ~· ·,
1•,·
·of JuJ1e·zg, 1979) d:isclosed t:he 'presen~e .. o$ a .stifi uppe,r · ·
::u:~e::ec~;:~y f::: t ~fa:::: · : ::::.?7)~~=~~;; ·!~tt~J: oyei !~ur ( t} ··• Analysis based on these addi tional.JiE;!.ld''eipf'orat:.'~q~ '.a~<{
laboratpry tests indicated tha.t .t~e: c~lc~·~~t~·~::·:~~~~or.·:>o£· .· · · . .. ' ' •:.~·.');':.,_.·.·.;i''i·<·<:.<·.'··>, ..
safety against slope failure or sqU.e.ez:tn.g:·l\T~s~ C>J1·:~he, 9t~er . . . . ·.. •' . ·:: ,' > ,'. :- .. " . ' ' ' :·. ~ . ' ... ' ;~. . ·, ..
of two (2); therefore' the granular btltttess :a~d k~y was . . . . .. ·. . ·~;~- : ·>' :-: (; :::-t ., . :· .1:. ., ,' ·~ ::
not required. · .. ·. . .....
. ,_.· . .... ,. ..... .... •'
Settlement gauges were installed prib-r to fill.;ing <ih this
area in order to monitor the settle~ent r.at~s':c~U,se~- by: the
new fill over the soft subsoils. · B~s-~:d ~n,~h.i·,:~e:ttie~erit ·· ' . • ' ' • --~.- . • '- • .· • . . l . . • ·- .• •
8auge read~ngs tr~nSJ11itted t.p OUT office by,-ihe project .. '· ·,~ ., ..
· surveyor,· it· appears that the sett.lement~- rates h;ave: re'duced
· to. tolerable levels for the proposed. ·post:a~d:.:beam.residential :_..·;'" '.'
houses planned for this project.
Grading was not planned over the rema~:n,iri~ makai pQrtion o:f
the lowlying area located below the 3:r (H:V) fill slope,· ·'· •''
around Lot·~Nos. 204 to 207,210 to.21S-~nd zig 1:6>'220. .. . . . . . .
However, due to the excess material.gene:rated.d\lrlng the site
grading operations, this area was used as a disposal s:i te for
. ~ ·· .. GfEOLABS·HAWA If.
;.·
'·;
Oceanic Properties w.·o. 773.,.20 .· February 15, 1980 Pag~ 4
tbe exce~s boulders and soil.
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Aho1lt six (6) ~J:eet of .. fill . ·' ..... ·'. · . .'.(
was .planned. A previous, boring drilled in this area .~ndi.,
'~-- ·'"· : ..
-·
.. cated a:'l 8- foot crust underlain by J.s····feetc~:of ::soft···.6rg~nic ·_... . ..
::l :h:n:e:::: ,. of L:::: t::l :e:::::!!~\:::1::i:!:f~.::e:~:i~.· ........ • .. . . . .. . ' '' ··: :~ :I '.·. :~ ··: .. ·!': ·~· ' .... ,;, . 1 •• • -; •• •
planned in this area.. ' ·· · .·. · · · ..
RECOMMENDATiONS
FoUndations ,· ~ .. r.:
Y~!!_!
Post-and-beam construction supported 011: sho_r·t, .' .. : .· . . ' .. : .. · ..
d:ti.lled pier foundations were used for th~'de.Vel,.
.· opment. Most of the soils enco11ntered 'in Unit I"
of the development exhibited low.e:icpan~ion pqten:.
t:Lal. Minimum footing embedments of 12 .inches . . ' . . . . ': .·· ..
were used for these lots. Lot-by-lo.t an~l.ysis,
utilizing laboratory ring swell tests,· ~:i,s~lo$ed
that the sub grade soils at 20 lots (Lots 7 t:o 15,
29, 30, 32, 18 ·tc> 20, and 7.7 to 80) exhibited
moderate swell potential. Deeper footirtg embed-
ments of 24 inches were us.ed for these pie.r . ··:. . ', . ~
footings to reduce the shrink s~ell effects.~£
these soils.
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G~Q~~i~7.tfAWAII.
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Oteanic Properties w • 0 ". 77 3 ... 2 0 . February 15, 1980 Page $
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The field exploratio~ .. disC:los·~d> th~·-presente qf . ··
< ~>:
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moderately expan!)i ve soil in, th~· .tnati:ka (northern)' .. ···· · . ' . ·: .- .. ·'. ' ... ' .• .- ....
portion of Unit II.. Lot~by~lpt :so1l·;~haJ}'s:i.s . '·. . ····.··,. '. . . ·· .. '
,.
. . '. .1,. __
utilizing laboratory .ring swell ·-t·~.st!)• at:· t~~ p,rq,ject
site were _perform~d during and. ~fJer_··;n~; ~ra·~ing:>.:
operations to evaluate th~ e~pan~:l()~~; •. pc>f6n;t_~:~j.'·of·· '.
the subgrade soils. The results.,. O.:f: tlle 'laboratory·. ' ,.__ ·,. . .
. · ..... ·
ring swell tests are presented agai:nl:n the>
appendix. .·.• ···.·
Based on the results .of • the ·labor~toty ring swe1r, - . . .
· te.s ts, the recommended embedment depths: :fob the;:
pest footings were developed/ · The!)e''ernbedme~t· .. ·
depths were required to reduce _the shrink-swell·.
effects of the expansive soils. · It had bee,n deter-··.· .' . . '·.-: '
mined that ·drilled .. in -place sbqrt; pi_e-r f(;)~~dci.-t~On$
will be used for this project. : . ,
The following sizes and embedment dePths· of the pier
foundations are recommended: ....
Type I Footing (low expansion·p6tential at Lots 15'1 to 165, 221, 236 to Z40 and .~70 .~o, · 278) - l2-ipch minimum depth · :•" ..
.. ·;
. ~ :
"'
GEOLABS·HAWAII · <. '~-·· ·," --. . . '· . . .• ' ~ .: .. ! .
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. -:<osE(a.nic Prppe.rties : w:.~ 40/;:.7.73 _;zo- ... : ·
-\·:F~~;r~ary-,l~, 1980--Pa e; 6 ·· ·- · ,· g
. .;.' . . . -~'
· . _.;?~;~ngs !; -:·: ·.:
should
- Si.t;e ·B-e grading . ' . . .
.. '
Subsequent to'completion of
within the . -
pact~d Undet the observations-~f·a
This office assumes no
maq.e _to slopes or pads -··.···.
is~~a~te of this Teport
-.• .approval._
Futur~. Construction
the home'owners should be made aware , .... ·:.
condition existing at the site and th~-.<·r~q11ir~-~::foundation: . . .·.: ' . . . . ·... .·-. . . . . ·_: . .:: "•> .. ' : ~~~·::~·t; ~-j\... . .. ·.:: --~~:: ~~?:·~-~_::.:t-: ~~,{~;.:(:> ;'; ;:.. _< .. _: . . . : ·_ :-·~ '. ': ...
embedments. Future additions· and· improvemen-tS, :'sho_uld . . . ' . .. . . . :; . ' -·> ·. -_ .: .::>. . .... -· ·,··~)::~_·:;;.~~-~-~~-~-:_{_-~<_;.~: .. ;. ~~ :,
. under the guidq.nce of a licensed engine'e;r:. ·_ :-.:;:>~·!:"''·-·;~:-''1;·-.·
<; ~ . / ~
-. GEQLABS-HAWAII '· ·.· .. · • \' · '• ·•· ',• ·. '• "·.-, •r ~· ·
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dc·~·qn;i~. P~oper.t~es . • w··o ~' 177 3·- 20 ·. · · · · ·
f; · ..
. ·. · .. ~.::'' .. · .... : ' ,·:'· .· :, ' ..::·.' ': ... ·F~·bruar.y IS, 1980
: _;:·:··
f~~e ·7 .~ :· ··.;·· '·;
';;·. :·:.:. . ·''
.·_·;·
'·
1 ••• J?hoyl4 you h,ave.. any que~·~tio~s: .,·.", . . '· .... •' .. ·
.. :;·.'/ .· ., .· . .-:_·J.'';.:· i ,•
.. :,· ; th~;;_;fo11owing ' ' ' ,, . '.,
,-
._,_.··,·r~port: ...
:-:.: ~: ;: .,.··
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•.,.·:.;_ ... . ..
',<,< ........
,•
Appendix ~, .. - ~:~tn;•~;~~[~~~~ie~~t®t~~-t~~~~;!~< . ··. · '.: September .28 ,'.~1979'~ :·,;::_·.·~:?-;··.':'
1
-y~-\~- ·." · · ·· '·· · .. ·
..
. . ·. ; . . \:• f_;:~<;:-i;.:>:, ·::·· ~/: <. • . : : .· .•... ··. :. . .... Re~u1 ts of,. to.1:;.::p;y:~~ot ::s.oi:l.:Ap.alYs.is ..
·Unit I I, Geo'l-CJ,bs':.-'Jf.aw~~i·.:•:t'e.tt.e)· )Jated January_ : -~- f.f';,;.~e~.o. -~:::·{ .. : .. ~,·< ):~:_:.L;;~;<·1·;;_f~X"L"·•·~ ·: ..
Appendix: a . • 1 Summary of·· P~ris.ity'.·T~~t.s.•;;:,~ . .. . . ' "·" : ':>(·.·:~1;.·.'·~:.:1::·: \::.:.
,· .'_ ... ;·· ,.;:. /. ,' '., _.!,!·''• .. ,
f_, ·.::;
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BYKW:CSM: sf, . .-\'
(6 copies submitted) · .. '.
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GEOLA.:S s.- :H:.AW.A.Il . .
Geology. Soils and Fou~~ati9n Eng~neering
1553 Col~urn Street, Suite 202 0
EDW Architects & Planning Consultants 828 Fort Street, Suite 200 :Honolul\1, Hawaii 96813 · ·
Attention: · Mr. Lew Ingle son
Honolulu, flawa/1 96$17. . _:, .: .. < :::':_.:·~ ' -;. .. ; :· . . . ~-·
· Septemb~r.: 28, f979:'
W.O. :773~20
,·,·,: '1.
'.·.·
;.r ~
Subject:· R.esult!il of Lot-By~i.ot Soil Analy~iS · Paalaa Kai Subdivisiop., Unit 1· ··· ;: Waialua, Oahu, Hawaii
Gentlel_llen:
•
Based on our previous meeting (July 16, 1979) ~t y.Qtit office; it was accepted by the building contractor, the soil and the· structural engineer that it was more economical and fe~sil>le to drill in-piace
· 18-inch .diameter short pier a minimum depth o_f 12 inches below the · · finish grade for soil· type 1 footing design in Unit 1· qf the supject subdivision. · · .
. (808) 841-5064
· Based on additional laboratory swell test results·. a:n.9 lot-by-lo~--· analysis at the above referenced Unit 1 subdivision, moderately to highly expap.s.f.ve soil conditions are encountered which 'would requ:i,.re deepening the drilled pier or caisson down to a tilinimum depth of 24 inches below finish outside grade. The lots which Will require 24-inch deep footing piers are as follows:
Lots 7 to 15 (9 lots). Lots 18 to 20 (3 lots) Lots 29 to 32 (4 lots) tots 77 to 80 (4 lots)
Total: 20 lots ;··,.
.·The remaining lots in Unit 1 have low expansive soil condition, and therefore the drill in-place short pier can be designed for original Type 1 footing condition, e.g. 12-inch minimwn depth by 18-inch diameter with 12" x 1211 x 7" precast pier.
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i!:DW Architects w .o. 773-20 -9-28-79 . P. 2 .
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& Pbmning Consultants ...
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·'·
·., ... ·i·-,.
.,.
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' ShouJd you have any q~esdons -~onCet'nJng the ilbo\1e resu~ts and 'recommen~ dations, please feel free to call.this.offi~e~ . ..·· \
. ·-Respectfullr submitted,.
C .W. ASSOCIATES., INC. · dba GEOLABS-HAWAII
B:)' ~~e/<. ~~~ _.· Bob. Y.K. Wong, P.E.
-~YI<w:cw
:_, .
~- ,.
· XC: Oceanic Properties (Attn: Mr. J .G. C~l(iwell).'. Mililani Town Inc~ (Attn: MJ:' .• John Mut:chison) Shigemura & Yamamoto (Attn: Mr~ H~ward ·Lau)' ·.
Enclosure: Summary of Lab R~ng Swell Tests. ····;·
. ·.i·
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GEOLARS·HAWA'tt .·
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.\EpW At chi te:c ~s ,w.o~ 773-2(L 9-28-79 ..
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& Planning Consultants
>.· . •.
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·should you have any questions con,c~;rning 'the above resuJts and. recquunen-dations, please fee.l f:.::ee _.t~ call this .qffi~e. · · ·
· · ... ·Respectfully submitted,: .... ·, .. - . .
·.c .w>ASSOCIATES., INC • db a. GEOJ:.ABS -HAWAII ..
'::;
8y <;d._ . ~~ ... '•
•. /· ""2'~-"J 7- /<: · .•. : ·~ .. Bob Y.K~ Wong, P.E ...
8YJ{W:cw :;
XC: Oceanic Propert;les (Attn: Mr. J.G. Caldwell') Mililani Town Inc·. (Attn:-Mr. John Murchison} Shigemura & Yamamoto (Attn: Mr. Howard. Lau) . . .
Enclosure: . Summary of Lab Ring Swell 1'es.ts ..
.. ·.·: .. · -·: \
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GF.OI.A~S·HAWAII
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......
'4~6 ~::-·,·.-
7-9 ''
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13-15 .,-·
16•17'.
'1a~2o
js·.··._ 43-48·;>;''
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59-62' ., ,. -~ .
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····: ·',, .
. ' :.,_, ~
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·'~-l
_,:_ .
-Brgwn Clayey·Silt· ._,_
: ·_. B~o\llll Clayey .. Silt··
. 'Bl'OWI). Cl~yey Silt: ..
· . Brown Clarey Silt : · ·
· Park Brown Clayey Silt : ·
• J · Dark Brown: Clayey Silt· ·
·_··Light Brown .. tlayey·Silt ..
. _Dark Reddish BroWn.' , '· . Clayey_ Silt . ·
' ' . ·. : ~ ' I :. • .,
.Dal:k Brown Clayey silt> -·
Dark·~r(IW!l Cl~yey Snt .: . . . . :"•,
· Reddish Brown··clayev Silt .
. . Dark Brown Ci~ye}'' Silt '
· Reddish Brown Clayey Silt
'· · Reddish Brown Clayey si'it : ·
. . · Reddish .Brown· Clave/Silt ...
ReddiSh Brown Clayey Silt ·, ·,
. Reddish Bro~ Clayey Sil~ ..
·Reddish Brown siltY.Glay . . . . : . : ~-
0: 'ba.rl(: ·Brown Clayey .. _Silt
' .· ~
~EOI AR~-1-t~WAII
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:;~1_··_ .. -._···::;··· ~ .... . '73-~76.: ,'.. . .. :.:"1.' . ·_ ~ . ' ' . .
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: ... }
·. Reddish :S:roWA Sl.iw ·Clay .", ···, ·. ., ., ·. ·' ,-' .. :
·;·
\:1"' ,1•":,·· . Light: .. Brehm Cll;ly~y Sil f..
. . ' ... .: ·. . ' : .. :' .... . ; ': -~ . .
Reddish 'Bi-own.clay~y~S!lt ,·
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·· · '.Attention: .·,':);:.::!·-~·: ::~·-_;_.· .. ·;·:~ '.
· .SuQJe¢~: :-;· ~: ~-~ .~.:.:: . . ·,
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)
.·.· ... -.
'· Geritlemen: ' ~- . . . .. ' . . . .
Ba~~d ortadditional
. .. -. ·,'
:: .. :
Lot Lot Lot·
•"
· .L~t "''- =·- ,, ____ ;~---e
the remaining 177 ·lots in
·• Ail loose mate-rial at the bbttoiil ·of should be .removed and cJeaned prio~
··\
"'-j.'·:·' ' ~ ':
...
·'
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. ~pw.· Architects· & ~ w .. ~· o ~ · 7 7 3.: 2 o Jantia:ry· 23 ~ ·19s.o
Pl~nning .
.Pase f
· BYKW: DL .: sf ·.,_,. . ~;- .,. '
xtr:
: ~: •,' e
·oc~anic Propertie~ Attn; Mr. J.G. CalQ.w~11
Mililani Town. ·Attn: , Mr.
Irtc .;John.Mt1rchisoil
Shigen:rura, Attn: Mr. How~rd
Enclosure: S11mmary of Laboratory
. ,. .. · ·: ~ ·z.:..:- . .
:···· . . ~~. ~ ..
. · .. -~.:. ·- ..
GEOLABS•HAWAII
; : . ~ ·.: '
.!
• ~ ~· .1
~- .
.. • ' . ')
·::, ;_;·:
·-- ;_ ·;. ,_:· ~ :_
·. • .
. ,. ' . ' -~ : _ ..
,. <':::l._
I I
.. 1··.'
1 .. · 1-.
I I. I I I ·I I I 1·. I I I I 1.··
.•• t."'
..
·;,.
··.·· .. ·.Lot N~s ..
•: '··
104-110
'111-122
';.
. . . . : ·. , ·• F; :,· : • :::_ ., . ·,_·"~·-: ';< .·. SUMMARY OF LABORATORY RING '·:-SWELL: TESTs·:,;·:
. r aalaa ~ai····$u.b di.vi~~?~ ·,;j~i'i;!~i' :;;,.;·!, .
D9scription • ··•· · '
: Brb~ silty 'clay".
Brpwri ·.silty. clay ·.
--; .. ~
<. •_.;;'~<:<;:
·, >·
1~3.;127· Dark brown silt:y clay .. :( . .. : ~.
12~,:135
136..,139
140-144
145-147 .
148-150
' ., .. '·
·· rsi,.i57
· .. ···
158-160
161-164
165 . .:.169
170:..171
172-173
174-176
177-179
180-182
183~185
· .. l86.:1s8
. 189-202
Dark.brown Silty cl~y
Brown clayey silt
Light brown clayey spt
Dark reddish b.rown . clayey ~ilt . .
Dark reddish brown silty . clay
. Tann:Lsh brown clayey silt with. coral fragments
Tannish brown clayey silt· .wi tlt coral fragments
Light brown clayey silt. . .
BroW!t clayey silt .
Brown silty cl~Y
Brown silty clay··
Brown silty clay
Brown silty clay
Brown silty clay
Brown clayey silt
Brown clayey silt
Brown clayey s.il t
..
.·.;
.· _· 22>1···· .:> ~ ~--·~·.,\·: . _·:::~i':ti~' ' .. 4·~1 · .. 2~.0
...
. ; 19.0 • ... 4i.•o' -~ ,(
24.-~:. '·. .-: >37'~·6: 3.9
•. 5.~ .· .... ,
· ... >· .. l~.Q} .'·~~~~}~::··7-6 .. ' 28.0 •,.: -~ .. '. ,,:,,,. .. 54. 0_ ', ·_.·> .. 0·. 7
11.0 •·.:< .:-:- 25.0·, ', .·-' 3.0' •••••• ' \.:· •• •• ~- .·.~ .'· ~. f •• , .. _ .-:. :--:· ••••• ~
2:to · ·.·.· _. · . . 0
.-~~-~;(rD:,:'· ~ .. ~· .,i·~ 5.:1
< -2:L·o : ·:4j~o> · ·6.6
· .. · · :22. ·:6 · · · 4·o. ; 'o'"- · · · <'7··"·. 3. · . : . .· . :. ... . ;. . . .. ' ... ,. ·~; '• . .
·· .. ·:·
.. 21.·5 '• . ,·:~~;.;·:0~·.;.:,:::: .. ·· ··6~9 --; '. . . . . ,.
42~0 · ~~ ._o,. . : . . . 5~? .. ' 22.0'
17~4
27.0
·.~·. 38 .• o· . 2.8' '
, .. 47~:6 . . '3~9 '
" 38.4 · . . . . 3. 7 ··._,
. ~-· .·
. \; ~
·. :•. - GfOtARS-HJ,\~~n_: · •.: •J'.
•·•'{ ·. :.·<.
"·
-.;,
. ~;. .
<~:-. ): .
·I I I
''"·,/.
Stmlll1ary of Lab()ratory Ring Swell Tests (cont.} :.': P. 2.
Lot.Nos.
203-208
. 209-213
214-218
219~221
222
223~235
236-·240
241-244
245-251
~scription
Brown silty clay
Brown silty clay
· Da,rk b!Own clay·
I>a.tk brown clay
Tannish brown sandy silt with clay
Dark brown clay
Ta.rmish brown sandy silt . with clay
Dark brown clay
Dark brown clay
252-269 Dark brown clay
270-271 · Reddish brown clayey silt
272"'273 . Reddish brown clayey silt
274-275 Brown silty clay
·276,..278 Brown silty clay
279"-28.1
282..,284
'285-286
287-291
292-293
294-298
299-304
305-310
Brown silty clay
Dark. brown clay
Brown s:i.l ty clay
Dark brown clay
Dark brown clay
Dark brown clay
Dark brown clay
Dark brown clay
·,
·.Initial · • Moistu~ ·
.... Final. ·.Moisture ·· · .· . · Swe 11 ·
> .:. H > > > (%)
.. ·, .
·.'- . . . .~: . .. .
24.9'
26.0. ..
59~'?.
-26. 7 : . : 38. 6 .. ''!.
~.5
7.6 .
19.2
16~2· .·.
18 •. 0 ·: .. (,,_
17.3•
:<.\
. , .
. · 44.5 ; ·: ·. ~ . . : ....
.• . 24.0 ~ .... ' . . ' .
',;'
< 42 ~.7 '. ' · .. ,I.,.
· .....
~ ..
21.5 .
0.0
16~8
l.7.0 ·.·24.0 .. 0.7
12.4 18.9
23.3··· . •,
28.1
22.0
48~0
23.0
27.0
2(?.1
21.2 < :,·,·.~· .·.-.
23.3
24.0
17.5
20~1
25.0
19.0
J•
'43.:2
. ·44.7 ":J"
18.5
37~·8 4. 5
'3t~.f.. . .· .· 2.4
'35. 5 . 0. 0 .
. ~sio . · 2.9
· 3LO · .2.5
.. · ... ·->· .·.· 5 .• 0
:· 3.9 .·Q ' · · .lL 2
.. ·· 38.7 > s.o
49.6 .· 9.0
. ::30.4 . 8.9
' 38.:7 . : 12.1
·. 35~3
34.0
12~2
9.0
JANUARY , 1980 W.O. 773-20 .;·
(;F,QI,.AR!?~HAW~II ·.··
,.. ..
·,: .'· ·.•.
··., ....
....
.....
··'y.· ..
;.' .. -.
.. ·;-
··.-_, ..
·~;:' ('( :-'I • ' -'" .
. Sisai .. u.tsNaa tl:O x~vwwns
a··xiaN:::tddv
· .. •;,,
.·.I·'
. .. :: ·· .. ~ .. •·.
I I I I I
·I I I I I I I I I I I I I I
':· ;--,
I ' ~-· ~·
' . SUMMARY OF DENSITY TESTS W.O. NO •. 7'73-20 · OWNER Oceanic: PrQpert:Jes I tC~NTROL _Qf CQMPACTED -~ILl . PAGE 1 OF 12 . JOB Pa,a1aa KaJ 1 & IT
-··· .... , . ~- . . MAX. ·:; .· ·, ... . ,,; . . . ..
TEST DATE TEST ELEV. % ·. . LI.J I· TEST· . cr:::: . .. >-
II NO. LOCATION FT. COMP. · . DRY . _,::,:) . ····DRY.·. . . .,_;. REMARKS . REQ'D DENSITY
..J 1-DENSITY
><>---"'~ ~-~-~ L&. --: ·. ·p .. t~J~'. 1979 P.C~F • . ···o· .· :£ .ltll Q
------·· ·----· . ,.
ll .. 1 6-25' 20.0 ..
Lot l13 ~o!·Q. 102-.S' 15. 6 .. ..•. ·.· 98.5. ·. 96~1 Pass --·- . - --· .. ._.;, .. · ,• _.,
2 ·" 109 16.0 II ., . II . ;· ·. '.16. 6 . II
It ; . 96. 7 94.3
3 II 106 II ; .II 17 ~ 4 . .:·. 95~ 8 . ·93.5 II. 14.0 ·'
~-. ·- -- .. ~ .,
I~ 4 21.0 ,II ·. •. 16.4 : .·· 92.9 . 90.6 . .,,
II.· ' II. 113 II - - -- ~
,· .
. '···: ..... ".· .
5 ,, 109 17.0 II . ·.. .it
1~.9 ,·, ... 96. 7· . .94. 3 II
_,·.-c
IJ ------ " -.- -·- .· .. :· ·'
6 II 16.9' 9.3. 8.·· 91.5 .· II II 109 15.0 II
IJ 7 6-26 113 22.0 II ·. II 16.5 .:. 9~ .3 96. 9 . II
.. ' :,
' -- -.. ·--·; ·---
8 II 109 18.0 II H 15.6. . 9.3. 7 91.4 II . . -·-- . ~- ....
ll --- -- - ...
9 n .106 16.0 II II
II 16 ~- 7 96. 7. . ,94.'3 - --------- - .
.. -·
I~ 10 106 17.0 II II. 16. 3 . .. 99.4 97.0 II
n ... ----- ..
11 n 251 16.0 II II. 15.4· ·99~ 0 96.6 . '"" -----.. ... ~-.- -
ll 12 6-27 106 18.0 ·II II IS. 8 , ... 97.5 .95.2 ·II
- -··· ..
13 II 19.0 II ,, 17.Q
--- -·
It 14
109 95 .• 7 93.4 II -----
" ----- ·- - . . ..... ...
II 113 23.0 ·II II 16 .. 2' :·. 98.2 ·95.8 II -----
0 15 II 251 17 .. 0 II '·' 14. 7 . . : 9·s. 9 93~6 II
.. . . .. ,_ ,• .. ..
n ·~~ II F.G. II . ,,
' 95'. 4 '93.1 ,,
251 14.8 ... - .. - -·· ..
II 16 34.0 II 16.1 . 94.6 92.:3 II II
. -- ---· ---- --- .. .. ...
ll 18 II 21 32.0 II II
16~ 3 ' 9.3.7 . 91.4 II
.. - -- . .... ,,_ -
19 II 26 30.0 II ,, ·. 15.1 94.4 '92.1 ,,
I ... -::-
. .. 20 6,.28 16 35.0 II II
15·~ 6 · 94.0 91.7 . II
.. - .
••. ? 1 II 21 II 1!).8 93.8 91.5 . ,.,
33.0 II .. ' I
--·-·--.
22 II 26 :31.0 II II 15 ~:3 •. '98. 3 95.9 II:
ll 23
.... ...
II 16 36.0 II 91,.~ 32.9 90.3 98.2 II
---- -. . ....
I GEOLABS-HAWAII
I . -. ;-oc--=~ - --~- -.
SUMMARY OF DENSITY TESTS tQNTROL OF COMPACTED FILL
.. ---~- --·· -· .. ·- .
TEST DATE . TEST . NO. LOCATION
I I 1979.
. 24· 6~28 Lot 21
2 5 " 46
. 26 16-29 30
J-2Z II 35
28 " 40
I 29 II 30
I 30 I II 31 it
35
40
7.,.2 16
" 26
II 100
~ r; 17-3
II 103
64
I II 61
·.~ II 14
39 I II 8
17-5 14
II 64
42 II 61
II 64
II 61
17-6 1
~ II 1
I
;_-
."_:·\:
W.O~ NO. 773~70 ··lo~H~ER.Oceanic Properties· PAGE 2 OF'_ ti .>T JOB ·Paa1aa· kai I & I I
ELEV. · % · MAX~ · .·. . ... · ~ . · ·TEST ·· >-
FT. COMP. DRY . :::1 ~ . . DRY, : ~ >- t; .
34·. 0
32.0
32.0
37.0
42.0
33.0
38.0
43.0
36.0
33.0 f" . 45.0
46.0 ............
42.0 -45.0
36.0
43.0
37.0
43.0
46.0
44.0
47.0 -51.2
52.0
REQ 'D DENSITY ~ ~ ~ pENSITY I~~ -P C·'F· ·· · .·· o· · .·p C F ·... :. 1.1.1
90.0 .
II'
II
II
it.'
II
II
II
II
'II
II
II
'tt'
II
II
ti
II
" II
II
II
II
II
. .·• ..• ·~- :. ·, '·.·.·. 2.!; ' :: : .• • •·,<,: 11-!t:': Q
. ;··
.·91.9 .129.6 f 86.8
II · ·. 31.6 ,. 87.0
94.4
94.7
.. 99.0>,'li6 ... l·.t·-:.9,4;l 95.1
.· ;t , . ... 1 '2.7. 5: 91. 8 1 ·· 92:. 7
it . 28.o I 94.41 95.4
"II 'f26. 9 . ;92. i 93.6
II ·2 s . s ·I· _, 9:3. 6 I · 9 4 • s
" 24.7 1 ~3.8 94.7
tl 2 7 • s I · . ~-2 • s I -· ~ 3 ~ 4 ·,,·.
II 26-. 2 I · .093. 2 · I 94 .1 . -,.·
" 28:3 .Ql. 4 , I . 9 2 • 3
" . I 30. 4 ~u.s 1 92.4 -
91.9 ·129.8 Bo. 2 I 93·~ 8
... 30.0 I. 85.3 92.8
II 32.1 82.9 90.2
1 o 2 • .s. ll6 :• 4 l 9 2 •. s I 9 o • 2
100.5.
"
ti
" II
II
II
.·
28.3
27.i
29~9 -30.6
27.4
30.5
30.4
9_1. 3 I 90.8
91.7 I 91.2
.91.1 I 90.6
92.0 I 9L5
92.2 91.7
91.3 9CL8
9l.6 I 91.1"
GEOLABS-HAWAli
REMARKS
Pass
" It
"
II
"
"
II
II
·"
"
" II
II
II
II
II
II
II
it
II
II
·II
..
·-::,:·.·
SUMMARY-OF DENSITY TESTS . w·.o.-·No~ 773-Z:o· OWNER Qceanic.Pro· e.rties CONTROL OF COMPACTED FILL _PAGE '3 OF> ,12 -· JOB Paalaa· Kai Unit I & II
TEST DATE TEST _ ~LEV. ~ .· MAX·. , . ~ .. _ -·.· TEST .. _ . >-
1 NO~ LOCATION FT. COMP. _DRY ·. :;~--~-,.. . . _DRY· · ~- >-!::::;
. - REQ'D DENSITY ~~-~ DENSITY ~~-~·-1979 P.C.F.. :i ·. __ P.C~f •. ~ ~
REMARKS
7-6 . Lot 30 ·34. 0
3Q.O
90.0 100.5 27.2
.2 7. 9
93.0 f 92.sl·. Pas$
~ 54
~ ~ • 60
61
·II
7-9
II
II
II
II
it
7-10
II
II
II
II
II
II
62 17-' 11 . ....,._
~ 65
~ ~ '6s
~ I
,, II
II
II
7-12 II
35
26
21
16
100
l03
40
78
80
47
47'
47 -----204
207
204
207
204 ..............
207
292
292 -292
295
33.0
34.0
37.0
46.0
47.0
44.0
44.0
40'. 0 -47.0
48.0
49.0
17.0
17.0 -18.0
18.0
19.0
19.0
2E..O
29.0
30.0
37.0
II
'II
II
''' II
II
II
II
u
II
II
,,
II
II
II'
II
II
II
II
II
II
II
II 93.6'1 93.1
II 'C---·~---;-~:·_,··'•1 . . ,_·_' '28 8 .·· ·, 93 7 -, ' .93 ? ···. ,.-• .. , . -', __ :··---~-~-: ----- ~--'' ._·. ~-~
' •.. , . ._,... -.. I. . ·_._ ? '"'T_ '_ '. c ,- .-.-~.. ·'I'J' . ,, . II .2s.s _,._ 9S.·5 · ->95.o·
;
' ,-, ··;:•
2({.-2:,1 ·,'94. s_ 1'';94. o
.. . :·-rz6. s:l < '-~i·t. 6- -1 94. 1 . ,
. '"·' : II ., ,,._.
II'
u,
ii
II
II
II
99.0
.'II
II
II
II
II:
II
II
II
II
27.3'1' _''95.0·· ~4~5
3Q .• 7 92.3 I 91.8
28~ 8· h· ::9'2'. o. I :•91~ -s1:
-27.1 9. 3. 5· r 9 2. o
27;9·.,--.-93.7_1 .93~2
29.8
32~1 ~
25.9
,26. 3
93.1
'92 !2
94~0
9.2· 3
. 92. 6·'
91.7
94.9
93.2
2 s • 4 I · __ : 94 .• 1 95.1
27.0 I· 93.5 94.4
28.'6: . 27 .l
33. 2 ,'
28.2 --26.'0'
29.6
· 91 ~ 6 I' 9 2 • 5
93~ 3 194'!2
90. 2 I 91.1
91.1'
' 94 •. 3
' 92.3
92. o. ' .-95.:3
93.2
GEOLABS-HAWA U
'II
II.·
II ;
II
II
...
II·
II,
II
II
II'
II
II
II
II
li. ;
II
II
II
II
II
II
' ', : ' . . : :· . ~ . . : : :• ' ' :. >
'•'"'
SUMMARY OF DENSITY TESTS W .0. NO· 773.;20 ·OWNER o'ceanic Pro . CONTROL OF .. COMPACTE.P F l~~ . . . PAGE 4 -·· Of': !"2 • .-. .. JOB. :Paalaa Kai tin1 t. I g: :ri .
TEST DATE TEST . ELEV. . % . MAlL > ',: ~ .. ·.. .,TEST' .· ... >- .. '
I NO. . . LOCATION .FT. . COMP. . DRY_._-.·. j~·.· --., DR.Y ·· ___ .· ,<·~t::l· .. · REMARKS
. REQ'D. 'DENSITY' :t;:~~ :DENS.IT.Y · .. -~---~-~ . · 1979 . P.C.F~ . : · i .:.· · P!C~F. · .. ~- · .• ··~
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W.O. NO. 773-20 . .·: . . ...... •""
PAGE: 5 OF ·.12···
.·rEsT 1 DATE' · I· . TEST . I NO· . . ~OCATION .
ELEV ·I % MAXZ~ ~-.· · .. ·TESt:··-~.· , ... , .. ,. ,, ... ·. ·.·:_· FT. COM_P. DRY. ·.· ....... ~ · .... ·· DRY .. '. • J;: . REMARKS. . '• . .. .......... . ><>-
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1979 . P C F ' o · P C ·F .· ··· ,.~ •. •. }:_ :•:":E : . ' .••. ·•. ~.:· •Q
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L ·' SUMMARY.or DINSITY TESTS C_ONJRO,l. OF>'CO~PACTEO ,FILL :TEST ·oATt\·1 -· -~_:TEST·
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·..:.· ... ( ·._ SUMMARY Qf, DENSITY TESTS CONTROL: OF'"cOMPACTED Flll · -
I I. oil "'"I .. I ·;_ NO. . · .. · • -.• · / t,:OCATION ·
1979
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SUMMARY OF DENSITY TESTS W.-O. NO. 773-20 OWNER Oceanic- Pro erties .CONTROL_ OF __ COMPACTED FILL PAGE 9 OF 1'2 · :_-JOB Paa1aa Kai Units I & II
I T£ST DATE TEST ELEV. % MAX.-
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REQ'D DENSITY 1979 P.C.F.
~ ', TEST :::1 ~ . _ DRY _ .-. _U:: ~ ~ DENSITY
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.-TEST DATE · TEST ELEV. % MAX •.
I NO. . LOCATION FT. , COM_P. DRY ·. ·
REQ~D DENSITY . ·· 1979.· P.C~f.
Jzo8 ..._209
l210
l211
212
l213
l214
215
1216
1217
218
l219
f20 J222
223
l2z4 1225
226
8-3
"
"
"
" II
II
8-6
II
II
II
II
II
II
8-7
II
"
"
II
Lot 204 23.0
188 F. G.
191' F. G.
204 24~0
194 F. G.
198 F. G.
204 25.0
204 26.0
292 F.G.
295 F. G.
299 F.G.
186 F. G.
i77 •F. G •.
175 148. 0
204 27.0
162 IF. G.
169 !4 8.'. 0
169 IF •. G.
175 IF. G.
90.9 - ~9. Q_
" u-
" "
" "
" If ..
" II.
II
" " " II II
II II
II II
II II
II II
II .If
ii "
ii "
" II
" II
... ,,
L&.l . TEST >-e~~::. \ RY · • . t-
...1::0 .. ,D i>--...lt- . ·.. . . CII::V)
~ ~--~ DEN~ITY .. _ p ~ · · o .. ··· P.C.F.; .114· · c ·:E
. ~ . "
~6.s-·V 93~8 I Q4.7 -
2.7. 1 I 92 .• 8 T · 9 3. 7
2 4 • s ,_ I ._ ~M ~ o I .9 4 • 9
2 6. 2 I ·-,91· 1-_:L 9 5 ~}_
25/r· j:,_-93.·6: '1 94.5
2 T.l. I· ~2. 8· - . . 93~7 ---·--- . ·~--· -~ . --
.... 2 7. 3 I 91:. Z;·:l 92.1
2,8·~· 3 92.4 93.3
27.6 , •...• 92.0 1•92.9
27.2 ____ 91. 6, I 92 • 5
. 28.6 · 9l. 2 I 92 ~ 1
29.0 ., 91.0 1·.91.9
2 7 .• 9 ,. ·; ' 9 2 : 7· ;4~ 9 3 • 6
2 6 • 7 I: 91. 9 I 9 2 . 8
25~3 92.2 93.1
23.'8 '93'~ 9 94.8
24.0 '93. 5 94.4
27~·6=·1 · 92.9 •I ·93.8
2s.o I 95.2 I 96.2 '. ·-
(221 " 303 IF. G. II ,, 125.9 92.2 93.1
.II
l228 IF. G. ... 26.0 92.5 93~4
229
" 307
!28. 0 ,, II
27.7 90.0 91.8 8-8 204
1230 II 207 ~2.0 " " 24.7 94.1.195.1
I GEOLABS-HAWAII
....
REMARKS
Pass·
" '! .
"
1.1
"·
"
" II
II
II
II
II
II
" " II
I i
II·
II
" II
"
--·----- - -- --
SUMMARY .OF DENSITY TESTS ONTROL. OF CQMJACT~P. F J L~
TEST DATE .TEST fo. LOCATION
1979
8-8 Lot 212
II 215
I :: I 215 ..
133
I II I 254
18-9 I 2.5 7
I II I ~Q1
I II I 136
I II I 121
I II I 215
2:~u~8~0 10 ., 141
140
I II I 146
I II I 215
II . 133. -- ·-- ~- - -
.. ·---- .
8-13 106
'II 109 ... --· - - --- -
II 113
I II I 243
. I II I 24 7
18-14 I 215
I II I 243
I II I 247
I
·w ~-o :· NO. PA-GE.ll
ELEV ·I % FT •. · COMP.
· REQ 1D .
21. o I 90. o
24.0 II
25. 0· II
I
34. o I II . I
F. G ~ I It I
F. G. I II ; I
F. G. I II. I
F. G. I II I
30. o I II I
2'6.0 II
F. G. II
F. G. I II I
F. G. I II I
2 7. 0 I il I
F. G. I II I
F. G. I II I
F. G. I ·II I
F. G. I II I
21.0 II
21.0 II
F. G. I II I
F. G. I II I F. G. I II I
.""·>· ..... '· ··-. -:·
·,
773-20 · l OWNER Oceanic Properties OF' · ].~~> r•;roB Paal~a -K~i Units l .&·II
MAX·. . LIJ : 'TEST ·. : • · · DRY -.·· .. -· ·:.;.J·_~- .DRY·· ... • . i=l . ··REMA··· RK.S . . ·,_ :.;.;J..:-·· .; . .·. '. ><>-.- .: : .. . .
DENSITY· ·::;1··~-~- DENSITY ~ ~ ~ P.C.F. . · ··i : ~.C'.F •. , ~ .. ~
99.0- .1~ ... _5: .. 91'. 9 .·. 92.8 Pas~ ..
II 94.6 95.6 II
.. - . -~ ·,
:1 94.21 ..
. II :
·gs •. .1 . ·II
.. -
95~6 'II
· .: 92·.T l'93.0• II . . . - ·. ·-· .. - -~ . -. .. :
. 92.0 .· 94.9 1 II
. 125 .• 4 .· ·<~ 9':5. 4 .... 94 ~ 3·1' ,.,.
II
........ II ,26. 0. 94.o 1 94.9 1 II .
-· --·II
25.6 93.1 94. o• II
li 26.5 ~2.3 93.21 .II
I.Z7.Q I .91.8 1_92.7 II
1 2 4 • 4 I · 9 5 .: 5 I ~ ~ • 51 II
II II
............... ... , l26 .s 92.3 .93. 2 II
. - . --.
123.8 95.·2' 9&.2 II ,.,
-----II .. 44~ 8 . 'Q2.9l 93.8 1 II
--· --· .· .. ··· ;
II 2~~4 ·•95~1 1 96.11 ,, II . 126.0 9'2 .1 93.0 II
II 26 .1· ·93.8 94.7 ,, - ...
---- .
25.0 :93.6 I 94.5 1 II
II
" 26.5,.92.4,93.3• •. " II 127.4 .· 90.0 91.8
1_
... 12s.1 1 93.9 1 94.t. - -- ------ -----
GEOLABS-HAWAII
:J.
SUMMARY·o·F -DENSITY TESTS ... ·-· -,W~O. NO. CONTROL Of_C_Ot•tP. A.CTED F I~ L r-P~A~G~E---1-2~~~~+.-;~::;:.:,..;~~---~..,_..~-TEST oArf · -· · · --lEST · ELEV_. % -.· ._- ~r·- J<rEsr :·" ___ ;,. ~ --
I NQ. LOCATION FT. COM_ P. ::t i= - · . DRY i• >- t:; - REMARKS
·. - REQ'D ..... V) ~ -DENSIT-Y a=:- (I) ' ~.~........ - Q;ji!!';l . . · -' 1979 ' i ', P.C.F I •' lilt ~
Jzs4 1 8-14 Lot 207
1;:: ·lt.z I 204
207"'
30.0
26.0
23.01 90:.o I 'Q9~'o ~-.Fz6.\4): 9zL7·l;<~3~.61 ·.Pas's
'tr ··9.9.·z · .J··25.!?]7/;?·~_?·J}'.9i._il~ ___ c_ :-~~:.:"_. ·
II ,, -··· ·--'lJ~~.L.s'J_·-:.,:~3:-;4YI·-~~3>·_11·•-··--:/·x· ,, ~··:
J257 'u ·•·
2l2· . 24. 0 -"' -'' _. If.
. " 1 z6: 2 r_>~- ~-~: 3 1 · 9 ~ .11_-· -·> 3'-t;;·;_:- ~
258
l2 5~~ -
9-11 .. 204 31.0 .... , .. -''~_;:::f··:~~""~ .:1:--,· ·. ;< , ..•. : ··_::."·.·
. "·. ..·.-·· :Z .. S• 5,; . : 9f ~·4, .· .. 93 •. J .. , '··'" :- . ''. . . '· . . . . ~ ' ..
,, 207 2 7. 0 -- " _·.· 121/o·-] 'gl~9- ,-_: 9·z:.·6 " ..,.
"· "'
ti
11> .. , +~Jj.s:·l ?9r~_S>)_I __ 9~~-6 .;, .. · ·;I ~,6·.: ~?.p; .:gz·.r;[ ··_ 92.·8
l260 II 21.2 127.0 "
261 " 9"-12 207 128.0 ~
'-' -,,
';:_._~-- ::.-'"---· I'Z62 '·' ..
207 129.0 2 8: s r - :~i ~,8- ., · 9 2 • 5 fl'
" -"
··-·-n 2.6~~-6 - ·~4.z-:I·-_-·9S'.ol·_.···
·"· f63 l9cl3. 204 IF.G. 2 7'. s. I ~ft . s I , 9 3\ 2
264 ... " II 207 IF.G.
" -l26~ _ 12-5 Tempo.rary stabl- · liiation pond ll5.0 _9~' •. 0 ... 127.2.1 92.2~~-~5.1 "
II'
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25\ 3 I :',-94 ~ i .-.
fl'
'7;, --;-:::--~
4 6 • 7- . I · 92\ 3 ·
·9_5~2 'II
t29~ 12-7 " 16.0
267. . ''.u ll
" 17.0 ,:~'}3. 2 -" -"
' ,, l268 112-13 " 19.5 z.2 ~ r 1-- · 9,0".6:: J >gl~ 51 ~"
" .F. G. " .,-.. 2 7· ·-_· · ,,-_· ... 1 .. <·: · -9 o .. 3-'<·l· ~~-g-·_._-·1- ... 2 . . .-. ~ ~\~ ·, . ·~ .. . .. . ff'
-···
" ,270 I 11 .. it " F~G.
,,. 2'8·.·-41: 89.21' 90:1
I I I · I I I · I I I I · I •• -~ • - .- • • • • • • •• ·.·:. --·- • • • - • - • - _ .. ~ ---- .... •• ... • • ••• • • " ~- ••• u • .. -- , • ._ • - -. : ·- • •
J .... ~ ··_ l I - · · ·. · - -I I -I - 1· l: :~ -< -I d I · · I l --------- . -
I GEOLABS-HAWAII·
. I,. I··
! ·-
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G E 0 L ~ B S -:H· .AW . .A.' I_I:- -·--GeolQgy. SoUs
1553 Col~urn Stte(!t, Suite 202
and F~::ninda.t(C:,~- E:ng ine e r,i ~ g '·.. ·.·· .
·' • Honolulu, Hawof/96817 ·. • . (808) 841-5064
· Marc;h .J9, 1980· . , .· . .
'.
· Dep.artment o.f Housing· and ,,,·,_ ·;,·:
Urban Development 300 Ala Moana Blyd.
. ' · ... :~~
P.o. Box 50007 Honolulu, Hawaii 96850
Attention: M~. Ed Sakamoto
Subject: Settlement -Gauge Readings· & · Compaction Test Location Maps .•
Paa+aa Kai Subdivision, Phase$ ~:·& II' Waialua,. Oahu, Hawaii
Reference: Our Interim Gom:pactioh Report' dated February 15, 1980 · · ·
Gentlemen-: .:<··
...
..
As requested, we are su:bmi tting the compaction test loc.ation maps for the above referenced project. -The ~pproximate .. lot~tions of the co~paction tests presented·jh. OUf Jrtterim Compaction Report dated February 15, 1980 a,re· pre~ented on these maps. · · ·· · · ·
We·are also transmitting the surveyed settlement gauge readings by M-E Pacific, Inc·., project surveyor, foio,;.tbe ·· three gauges installed in Phase II on Lot ZQ~jLLo~ 2ll/~l2. and Lot 215 located near the peat bog area.~ ·· .·: ·
Prior to filling in this area, additional testborings drilled after site grubbing disclosed a stiff des.$1C:ated
-upper layer or "crust", about 7 feet thick, under1aiq·: l>Y about 4 ·to 12 feet of soft to medium stiff soils~ ·Based · on the June 1979 borings and laboratory tests,.a few irtches of settlement were anticipate"d due to the weight ·of the._: proposed fill ove~ the soft to medium soils. Se~tle~ents. estimated from laboratory test results are not exact and that the actual magnitudes do vary from the calculated values. Therefore, settlement gauges were reconunende,d in this area to monitor the antic:ipated settlements.
·<.;.
'·,!
-
I ~
I I I I
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. I i
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Department of Housing and Urban Development
W.O. 773-20 3-19-80 p. 2
Based on the available surveyed settle~ent ·gauge readings, · it appears that the stiff crust overlying tb.e soft subsoils is helping to bridge over the soft subsoils and 1:he.tef,()te, . the resulting settlements are less than antt~ipCJ.t~d. · · Based on. the result~ of the attache.d sett:Jen;tei:lt gauge:: :. readings, it is our opinion tha,t the fill s~ttlement: · :, rates appear to be within·the tolerable'liinits·fo,r the··' proposed post- and- beam· wood.,. framed. residential structur~~.
Should you have any questions concerning'this let~et; please· feel free to contact us.. · · ·
Respectfully submitted,
C.W. ASSOCIATES, INC. .. dba GEOLABS-HAWAII
.. , By /~~R .. t'l.A~
Bob Y.K. Wong, P.E.
Enclosure: Settlement Gauge Readings by M-E Pacific Inc. Compaction Test· Location Maps {5 Plates)
XC~· Oceanic Properties Inc. Attn: Mr. James G. Caldwell
···'\•'
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"'·· Belt, Collins & Associates A division of Lyon Associates, Incorporated Ehgin~ers • Planners • La_ndscape Archi~ect!> • Architects
5th Floor Hawaii Bldg.745 f()rt S.treet Honolulu, Hl96813 Telephone (808) 521-53.61 Telex (723)8732
Construction Section Division of Engineering City & County of Honolulu 650 South King Street Honolulu, Hawaii 96813
Attention: Mr. Mel Young
~· T. '
Jam.iary 20, 1981 .·81AC~l15
5R -4-1
Subject: Paalaa Kai Sybdivision, Units 1 and 2 Waialua, Oahu, Hawaii
Gentlemen:
Per your request we are transmitting the following items:
l. Grading Certification from M&E Pacific, Inc.
2. Interim Compaction Report, February 15, 1980, by GeolabsHawaii.
qf7_ qlll
t /zdot
The above items are necessary to complete the requirements of the grading permits for the Paalaa Kai Subdivision.
Very truly y~rs,
.c;;J
E_M:gk
Encl.s.
cc: Ken Toshi
Principals and Associates: James R. Bell Paul iv(Hirota. FraitkE. Lyor\ jr., RaymondF: Cain, Paul P. Wailrabenst~in, J~0,Joseph Vierra, Jr,;.Gordon w. Bradley, Verden L Beck, Richard S, Abe; Lawrence 5. Agena. Ali.el), 5. C; Ciliu. .. Donald H {;h1.JI1g, Clifford E. Ha;nssen.l::dward H !ida, FariJk. K<m:uk. ;\Ian Y. Kutsunai, Mic~~l J. Leineweber, Thomas F. Nance, Thomas P. Papandrew, Perry }•White ·
.,,~_ .. . ,, ,. . '
·-.· ) -.~ ....
• j i~-· ..• ) '" ~
M & E Pacific, Inca Environmental Engineers
January 15, 1981
Belt, Collins & Associates Hawaii Bldg., Suite .514 745 Fort Street Honolulu, Hawaii 96813
ATTENTION: Mr. Ed Miyashiro
.. ~ \\ \ Pacific Trade Center. Suite 600
190 South King Street Honolulu, Hawaii 96813
(808) 521-3051 Telex: 7430065
SUBJECT: Grading Certification for the Paalaa Kai Subdivision Units 1 and 2 Wailua, Oahu, Hawaii
As surveyors for this project, we hereby certify that our survey shows that the grading has been completed and that the elevations were found to be irt conformance with those shown on the construction plans prepared by your office for the subject project. .
-/
~~/u.t~ )/) ~x~e~Registered Land Surveyor Certificate No. 4722
jn
cc: Mr. Kenneth Toshi, Mililani Town, Inc.
a.~, - TO e'tv, OF l2NV?<, A-rrAI. /Yez. . .YPt!N6-
•: .t;"'
