· rr«11iii - scholarspace.manoa.hawaii.edu fileMaili, Ewa, Oahu, Hawaii April 5, 1973 In...
26
.,_. RtC:lVEO. DEP'f.OF PU2UC · rr«11iii .· lfrull\ ' • lllet to· be taken from ·this . To: COMMUNITY PLANNING, INCORPORATED WALTER LUM ASSOCIATES, INC. ·.·1· CIVIl, STRUCTURAl, SOilS ENGINEERS APRIL 5, 1973 MUNIQIPAL .RE;FEHP.' & RECORDS CENTER···. . City & .yof. Honolulu Halt , 55f:l S; King Ho .. Hawaii 90013 ·
Transcript of · rr«11iii - scholarspace.manoa.hawaii.edu fileMaili, Ewa, Oahu, Hawaii April 5, 1973 In...
.,_.
RtC:lVEO. DEP'f.OF PU2UC WOR~S
· rr«11iii .· REfr.ntTh~lf'[· lfrull\ ' [1.h~~~a, •
lllet to· be taken from ·this roo~ .
To: COMMUNITY PLANNING, INCORPORATED
·~. WALTER LUM ASSOCIATES, INC. ·.·1· CIVIl, STRUCTURAl, SOilS ENGINEERS
APRIL 5, 1973
MUNIQIPAL .RE;FEHP.' & RECORDS CENTER···. . City & .yof. Honolulu C~ Halt , 55f:l S; King Str~et.
Ho .. Hawaii 90013 ·
--
·3 990~06/ WAI. TEll LUll+
WALTER LUM ASSOCIATES, INC •. CIVIL, STRUCTURAL, SOILS ENGINEERS I UA.,Y 1 4. i99i. ·.· . EDWARD WATANABE
-- . IIIIP" EZRA KOIKE WALLACE WAKAHIRO _ : . ;,z·
3030 WAI.ALAE AYE., HONOLULU, HAWAII 96816 .. • TEL. 737-7931 0 · ~
COMMUNITY PLANNl~G, iNC. 700 Bishop Street, Suite 608. Honolulu,·Hawaii. 968],.3
Gentlemen:
Subject: Maili Offsite Water Main . . Along Kauk~ Road Soil Exp_lqr~t_ipn Report . (for water main foundation
·design pu:rposes) Maili, Ewa, Oahu, Hawaii
April 5, 1973
In accordance w~t;h your request, seven borings were made to get an indication of gel').eral·subsoil conditions along the proposed route of the water main along Kaukama Road in Maili. Fo~r boring logs from a previous report, "Mai],.i Access Road, it dated February 20, 1973, are attache,d.
The wat::ez:: 1Ilain is generally planned parallel to the proposedKaukama Road extension for a distance of about 1,500 ft, then along the existing Kaukama Road for a distance of about 3,700 ft and. will e~d at the interseC:tioi'). of I<,aukama Road and Paakea Road.
I:MTERPRETATION QJ!: SOIL _CONDITIONS
From the borings and laboratory test .results, the soils encountered in the borings may be approximated as follows.:
A surface :Layer abo~t 1 to 5 ft of stiff clay and silty clay (CH and CL soils) underlain with· medium to dense . silty or clayey sand and coral (SM and SC soils) to. abopt 12 to 16 ft, the depths drilled.
A pocket of stiff clayey material was noted in the pre;v·io~s Boring Nos. 10 and 11 at 6 to 12-ft depths.
Water was not noted in the bor:j.]igs during the field exp].oration.
·.· -;t.t11 .. ··
.• _ .. 1 riJ ·. db~.' . ':'\ '~I [j .
·. ~?
fv'o .
COMMUNITY PLANNING~ INC., April 5, 1973
Variations to the above soil conditions are tobe expected in localized. areas. For more detailed descriptions of soils encountered in the drill l:toles, tefer to the boring logs.
DISCUSSION AND RECOMMENDATIONS
The project will involve about one mile of 12-in. water ~i:n. ·
The invert for the water mai!l wiLL v~ry from about 4 to 6 ft below the ·existing ground and will generally be above the ground w:.q.ter level.
The terrain is geti~:tall.y flat varyin,g from about elevation :S2 to 62 ft.
The southeastern 1/4 of the alignment crosses an undeveloped area • overgrown with grass and brush. The rest of the alignment is along an A.C. paved road (Kaukama Road) and small fatm iots.
In general, excavation for the wat~r. l:ttJ.e trench will be mostly through dense or stiff soils or coral formation with invert elev.q.t:i,.ons above the ground water·. level.
Bracing and.shoring of the trench excavations will probably b~ W:inor e~cept for safety requirements and unless soft.spots are encountered· in localized are.as.
Soft .ot loose poc~ets ~t the bottom of trenches should be removed . and replaced with select on-site soil or well-graded granular borrow 1llaterial. ·. ·· . · · · ·
Clay (CH) soils encountered at the bottom of· trench excav~ti~ns should.· be over-excavated about 2 ft and replaced with fairly well-grc:1ded select material su.ch as on-s:i..t~ coral, or sand.
2
the bottom of the trench should be shaped to drain and drained into storm drait1s .9r .. manholes whenever practicable., particularly when the trench is in clay soils and the pipe is laid parallel to the contours at the surface.
Crushed rock cradle or concrete cradle :may be used for the pipe bedding.
COMMUNITY PLANNING, INC. , April 5, 1973
The backfill around the pipe should be granular material such as OI1-Site sand or coral. The backf:!-],1 should be compacted with mechanical tampers in 6-in. level la.yers to the top of the pipe.
f.'·
Unforeseen Conditions . .
Unforeseen or undetected conditionii such as soft spots,.·. seepage wa:t~r and abandoned utilities may occur in localized areas and wiil hav¢ to . be adjusted ~nd c:o~:rected in-the field a:s theyare detected.
Atta:checl. are "!- Boring Location Sketch, the boring logs, laborat:oiy test results and limitations~
Re!?pectfully submitted,
_WALTER LUM ASSOCIATES, INC.
. .
·~ . . . . . . ,
By . · Ez~
JWS/EK:t:mf
BORING LOGS
. . . . . ' .·: ·. ' '
The stratification lines shown on each of the boring logs ~epresent. the approximate boundary between soil types and the· transition may be gradual.
Symbols
. ' . .
Symbols used generally are in accordance with the Unified Soil Classification System..
Where a parenthesis "(MH) '' is used, . the soil sample was Classified ·by visue1l observation of the saiilple :recovered. ·
. Where no parenthesis ":MH'i is used, the soil:.sample was classified·· from either the Att·erberg limit or sieve analysis test results.
"' ..
.-. ·. ·.·
;1•'
. '.,.
-; ·.:·· ... _ .
.. 4
,;· .... ·
-~,. .
WALTER LUM·ASSOCIATES; INC •. ·.I ; . ' . . . . . . .
3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737·793.1
Boring Log MAILI OFFSITE WATER MAlN ~- .
PROJECT ALONG KAUKAMA ROAD
HAMMER: Weight
Drop
SAMPLER:·
DESCRIP'J:ION
··--·-----······- ----·· ..
~ a ..
···--··------· c 0
-..,...
So_
-.;....
·.-~.:.c..lZE';;!-l,_e.:,.fA.bl.WI+I!f:.'~~~-~:::~ •.... ~
(.sc;) ~~::_3,t..Ai.f!.:1 .. :5A.tJ "--.t! 'o AA k .. :~ .!.!L.-.
...
............... _,.-.---··-···- ._.,···-·:·-··-..............; ____ ..;..._,: __ ·_._.- ··--· .-·-.
·.~
·.· : . ·-IS. --I -
'-eto~u::of.!-:J:;o~a.-Jt:;-:.:e;.r'>~S:: ~- . ~
. . . ' -·,
. /-
.
. :
~ .. a. E
JJ
li. - ~ - E ci "E "E a z ::& a ::& ·u .. u ..:u.: a. .!t
~# "0 su? E ·;. '5 .. ... ... .,a.
"' a: := ::; :::1
~) Yl..~A _=:;;:= :~;= -'""'- --·--·
~- - - ----~ a l'Z.d~> -=--- 11 .. ""~-. -""' . .
. .
-( .
/ l/
PENETRA,TION DATA
, Standard · I J ..; / Penet,.tion Test · .. · . . "' >l ~ N (BI- per foot)
0 Hi 20 30 40
·--------·1--t--t--tt
[:D/ tz;-c.; .• -~--- ~n-=- -~.;:·:~-~ =~-=: ~~~""-.t--t--+--+--t----+~~*~-: . -( .
/
'• '·
' . ,,
...
WALTER LUM ASSOCIATES, INC. I 3Q30 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 737-7931
Boring Log MAIL! OFFSITE WATER MAIN BORING NO. ~:::=\3_-::=-=---S~_,eet No. of ----
PROJECT .. ALO~G _ KAUKAMA ROAD Drill..-~: LU_M-~c:;c:;oc;INC..-:::-·0-;;:MA!t::e> ;T'I:1?~===~~=~-Field p:rty--· Me;."1E::~-~-05HI~O~;-KAd ________ ---------- _-__ ,-.
LOCATION Maili, Ewa, Oahu, __ H_ awaii . -___::;==.z.. . ...:::.:.:.:...l.L..o..,;==-,..,;:.::.;:..::=~------.-__,... -l<\ (MOI?II..e::.\------ ----:A.." · Type of Boring ..,__uei!t:'l\ 17· 50 I - Diam. -r - · ---- ----·- · '
HAMMER: El...,. - .. - ·F:·--NG ~-~,~~r;::':::-:=·::_-• D~at~u"'~============-J40 #- Drill Bit - ~J · 01 - · · ·.· · ---------~
Weight _ ___; __ ~?J.;..O~'_'~=;:;;; __ ~---------------- Water Level~\:l0l-r,c..eo ·_ .. ~:: ... -~- .: . Drop, __ __;.___;..;;;;..;:;;_ _______ ,__ _ _.... __ ......,.....,......_ Time::·:.·. :;.~: ::-·~ _----'"
SAMPLER: ~Z-'-·~·-sr~::I'WA1(~5pt::rr::::"5relllt·t==~~ ~.,. --~:; 8' t~: ··
PENETRATION
DESCRIPTION .I:
2-- .... ··-· --------······ c ······ -------····---------··------0---.
-STI f"r, E>ROWJ..l . :::: ~~_::~_:·:~:- :--
:-.:~'~Ci;A:-(. '!"'/SCMe:c:oAA~::: =::::::: . ~--- ..._
···:··-
s_
. .,....
---~er-lse:_;:..TAN.:f:IRO~Jo.l:.:::::::-.::~ -
..! 0. E ~
0 .. i ....
c z ::::; 0 .. u ~ .a. !·~ E .... ..
~ a: ~
a.
I .. E ~ 'Stand~rd e 0 ..
::; u " j Penetration Test -..:u.: ..c:~
"'· , 1: cr.i· ao"! :; ~a: ca.. · N (Blows per foot) .'!: > .... ;:, 0 10 20 30 40
DATA
Sll.i't:.$P.NP __ ..,../_~~-- .:. -- COCV.L.;:f.AAGtME::NT-7=~- -~= ld . ·a 1--1---1--i---1----tS.% • - ..
t--+-+--t-+---...,.;4-- o •. s __ .. . . !=--
. ..... _M E:tlliJ~~NSI:I..-t::;::.TAt:-1 _ __:-- _
- m .. ~-~~ .. ,..:j..:.._<;.AN.P!HW/..{,08.AL. ---· H• ---:~
. . ........
.. .. eNP Of ~OR.II-14 ~-~ 1~.6' ... '-
·9'
"8 . "\
_ -~::: ~~;;e - ~--b~:: --::::::.::-:- -~::-__ :- -~-___ :·_-=_-_-_--~-"--+--+-rj
-
, .··
-
; :
U·U..
0
WALTER LUM ~SSOC:IATES, INC. I 3030 WAIAlAE AVENUE • HONOLUW.' HAWAII 96816. • PHONE 737-7931
. \
Boring Log MAILI OFFSITE WATER MAIN
PROJECT .. ~LONG KAUKAMA ROAD
Elev. · ·---·-Datum -------HAMMER: Oro·_rl Bo't fl l-.IGte~ 1'"-1 re· ~::=.--_-- - . .. H -- - --- - -
L40.:ff -. . -Weight ~?0. ... -:· ____ Water Level tfgf,<-eV I -I -~ I· Drop,.;._ _ __:..::..=.:.==;;._------.----'-......-....... .._ Time- :·- --- ·-:·::_:: -- •
SAMPLER: :'2·~~~ST~N17,6.Rt?. ?f'L.IT:.:~'5!'00N:-=~-.::=.:~_.:_::-.:::::__-__ Date -.:'?:...-.:..1-.·_1!.::.:...J.._--..... -..... ~ _----.... ---· --.r..--~--
DESCRIPTION E. ' •• G,l ··-- ·--··-···-··----··---- c
-- ··- --······ -·--····-0.
0 ] ·-c z 0 ... _, u "ii -~· !-~ e: :; ~-- 0: ~-
- 14-~A =--~- .. & . ____ \:7f;N'SE:, TAhi ~~w N:::.::--~~ :- ·.-.. ~IL."r"'f 5AND .. · ... : ....... -~ ... :--·· . -
_ WJ '-0!-A_\... fi\A4M e.i4TS: _ -'430~e .c.r::.A'1 • _ _ ...... ___ --·-·- __ _
s_
-~
-· ...
-~· · 14•D .. __ . "'t
D. .. E e 8 ::::; ..:u: -a·· ""' "5 0 • ~ ... 0' ::::; :::1
····--·--
PENETRATION DATA
I ~ I Standard .. j Penetr~ion Test ..
~~ .D ~ -
N (81~ p8r foot) CA. .. > 0 10 20 30 .co
--·····---1-,..-f-+--f--+T ~~~=~ 1---+_......,,...... ...........
·----····-·
..
.. >L. -he . \--4 .
·"3
WALTER LUM ASSOCIATES, INC. I 3Q30 WAIALA_E AVENUE • H()NOWLU, HA'<VAII 96816. • PHONE 737-7931
Boring log ~I:t.I OFFSITE WATER MAIN
PROJECT ALONG KAUKAMA ROAD
BORING NO • .:::_·:::tS:~~:=~-~ S~eet No. . ·of
0.-1-1-- J.4J;t:;.LJM A5'$oc.:;n4Ct0·-····,·-----_M_;A._"_~-_1..L.,_I <J_. _1_~-----_-~:::::_: --·
rt ., . - - - - a e .
Maili, Ewa, Oahu, Hawa:ii Field Party-~Mt:;~f;~~Q'SHII"q;·KAU------~-:-·::.:·-~~-:-::~: LOCATION.;...____.:;=:=...-t......::~.Z..-~=.z... -===------.-.,.... . . . . "L\(ae-1::?( MO~IL.f;.J -------··: -···· .... A.''···- - ........ --
Type of Boring 1"\ - -~ 1' Pr'i?O Oiam. - · ··· · ..,.- ... ---------- ·-··-
HAMMER: Elev. ·- -- Datum_.;;.__;,______........,.._ ...... __ -__ .,... ________ _ (40_~~-- orin.a;, ·=en-l4f::F-. r-ae -~-~=--~~:~:~·: -------------
Weight __ ..;...;....,;...~--......... -----'----------.;._- Water LeveCti~-/.c,.t;~ Drop---~~~0~~~!:~--~.:~~----------~------------
SAMPLER:
DESCRIPTiON -= _____ , _____ , __ ··:· -----------------· 8 . .. ...... ----·-- ----0.
0 z .,.. ii. E J!
I~
PENETRATION DATA
.. ' Standard I : · 1' Penetration._ Test_ . ~::i . .... li c. · N (Blows per foot) > .. 0 10 20 30 40
.z·~·A·:-c,;.Of'AVeMeiJT - ---- _:_, ... : .. HAKt:';.Ke:PUI~H~RoW).l·::-~::::~ . __ · -
· _ (c,~..o) :.::=::.:.::.sr~;;-r:t".:e~W\':'f~~~AA,.-(fi!;L.) --, .- · -~· 'ls:._A·_-· ·-. :'(! . ,.... ... . I
a •·
--.....
s___.
. __ :t;r~~'St::;:."''Aht:.WHIT~:.:::.::.:::-.::·--:::::::: ' -@>M) _::::-~;:~~:l'-:1.:'i-:::~_.s;r-tP_:_::.:::-::;_::~_:_:_:_ ·: =~~: -·: ~
---- :i (,q~AL'--f~.b:4Me:NT?-~- -·- -·-·-
... l£...... •.-
,-
-.
fii g
.·I
~ (/'.
a: a
~
' . ; ' :.
l!;~e> .. ~ - - I'Z.
rs~·c. I I
IS-'.9 _\0
ts,e - '
·.
... ,
·- ---··· -
_.:.·· ----
.. ·-··---·· --··-- ~.-
.. , ·-
·------------
---~- .. ---'"··-
... ·---
1.'4:1 1--1--+--+--+ ....
8/e .$~ J..-+-+---i·-zo'o~ ·---- .·
t--t---t-t--1·. ,, ;~------
I .
e.
WALTER LUM ASSOCIATES, INC. I .3030 WAIAlAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737·7931 .
Boring Log ~ILt o:FFSITE WATER MAIN . -- IG
BORING NO. - ... · .. Sheet No. of
PROJECT ALONG KAUKM1A ROAD Drill« ·:w. L.UM .6.<7'7oC.;;HiC..H~ate ,M~R:"i ···1 q 1 ~ -· ... ·
M '1' E 0 h H i' .Fi.ld. P -_Me-'1f:" OSHI"O, !<\AU - . .
LOCATION_..,.....!.!:::a:=l.=:l.:..z•....::..::W:::a:..z,~:.:::a:.:;. ::::ll:..~z~.....:::::a:..:;W:.:::a=l.=------. e . arty :·. , .. · .IMOf.>lt.e .Type of Boring ALIC.el\( B;?o. ) Diam. ·
DESCRIPTION -:5 a. . " ····· ·- ... ·········-···-···--·····Q
- ·-·--···· ·-·-·o·· ..... '2.''A.c.. f'AveMe~-41~-~---·- -_
_____:::j2T.LE:E;.KatzQ.IS-l-L&F.o.WH:.:::...:: . - -·r;,t;· -=~=~rCT7GS.:A'1~=:::::.~:::::.:~=--;\ .... _
_ . :·:_:_ ':"/toAAt...fF..A4Mer-lT~ (fi&.L. - .
ct.(<;G
I -
-s_
-
--~e:MS.6'...+=&g;ow_...t==~----- .. -.
_:::: c:.t..A"1~"1--::5ANI:'-_::.=::=.::=-..::::: . ·. _ ...... W'Jt;aML,; F-IV4MeH-rs .. ::.:.. -~ -. . 15
'--. ENI70F&O~II\IG,eL'3.S:.. .......
...
Ci ..
~ ... e e z ::; o· :.;; .. u
.!! Q. ~<I! "'D
E ~- "5 .. .,!!' .. ,
== r:r .,
"" :;
..
t 13 ~...:
&'1 'I! ...
'::I
4"
PENETRATION DATA
~ ,·standard .. .. j Penetration Test ·. .:: . ...... -.. "! CA. · N (Blows per foot) .. ... ·
> 0 10 20 30 40
....,.~-+---+-,-il-'--""--.._,. s%· . . • . .. _ ....... - J ~-- a.5-- -- ·
·'.'·
1---+--+--11--+-..;.._---tl .4-o,%' __ :,._ ..• ------- . ·- o.$o ... ·- ..
_ .=-:HA'M~e~- .· :.::-.:P.>oUNCe5_;_
:.··.··
--.-rL :. .:.{
.':1. ·-·.U ,.\-
1}\ ,u. ·u.; .0
WALTER LUM ASSOCIATES, INC. I 3030 INAIALAE AVENUE • HONOLULU. HAWAII 96816 _• PHONE 737-7931
Boring Log. MAILI OFFSITE WATER MAIN
PROJECT ALONG KA~ ROAD
BORING NO •. =r-.:r-:~~-::--~~:'Sheet No. of ----
Driller _w: LLlM"As~cfc:,tNC.::-~~;. Mt!>.l(:'"r;fj1? ~-~:~==-- __ · LOCATION __ .:Ma.:::::i::..:l::..:~:.· z..• ...;Ew::.::.a::..z.•-..::O;.;:a::::;h::.;:u:..~•:...._;.;:H:;:a::.:w.;.;:_a::.:i::.:i=-_ ----...- :::: :;:!~~~=~t~~;b~r:;~~~~~~:._-~~~-~~~~~~~~~ : __ -_-·--
HAMMER: Weight
Drop
SAMPLER:
DESCRIPTION .s::. -~
--------------- -- -----~-----0 - -- ---- - ___ Q __ :-
~.G:PAveMebl:t' - O"'--'--
-___ _-·------ -' __ J4A..~D I J3'ROWN. C.LA.Y-- -
"--'N/ CORA\.. FRA.&Me:t-l"to -··----------·- ------
-- -s..,_
-' _-_ _ __ .- -tl ',- ----- - - -~ - ·"-______ l?e1>15E:: __ ,_JI-ll. __ r_e __ --,--_ _ __ _ C\.A.~Y ~0 -~=~-~~:__:_=~-~:· --- -
__ ~/~b~A-C.~F~GaMet4TS -- ---- - _
10 ' ~
---
-:
'-
-·'
.· __ .,
WALTER LUM ASSOCIATES, INC.-. _fl. 3030 WAIALAE -AVeNUE • HONOLULU, HAWAII 9681_6_ • PHONE 737-7931
Boring Log MAILI OFFSITE WATER MAIN BORING NO. c·--:-Te---~=:- Sheet No. of ~---ALONG KAUKAMA ROAD . . . . - ,,,_--, ;.,M-.c .,-- -c,·:··rklC~ -- Mts.:R.:-.-,--~~ 'l1 ?.
PROJECT"'".---=::.::.:.:.=....:.:::.:.=.:=:.:::::.....:;=:::....--""-.__..;.............,....__., Dro_U« · r.-< · ... v. ···· ,..,..? 0 · ! · Date -·- • -· ' · · -Mf:./f:K--OSHIKO--:-::-:K -
LOCATION Maili, Ewa, Oahu, Hawaii Field Party·, - ·· ·- · ·-- •--- A~U ... . ____ .:.::::.=..::.=..l~:.::.:::.z..-=.:::::.:::L.-==.;:.:::::;...... ____ Type of Boti,;-:A~JGei\C''1~~~~fi )--~~ -- - ~ 4":~ __ .:_-~ ·.:.·.=--~-
-~~--------~--~------~~~--~ Elev. ----- -
HAMMER: J4t:t!* __ :- Dril_l Bit -~ Fll-lG!e.P. 11 ee· -· __ -
SAM
. P:LEr:Rj:: ,..,h_t_.,.....:-~:..-0:..-;;.;;11..:;;-:..:;;~~:;;;;..:-_;;.;. ____ :------~--~-- Water .. l_;DI..,.amte~~--_:~.------~2-_~:_._-~,=_---:n~----~=------ -~ ..,•·-~Tn::t·. '-'-" - --sot:l""r··o:;-:oooi'ol
_,_ --..., P..l"' t7.-~D' ... 1- - .... !..;: - -
-= ----·~·--·····----------------- . ! , -0
-~z:~A-,, __ r;._;_PA'V.~MeN.I: ___ ~ ---
.. .. -~
Jl
0 ~ z ::::; .. ... .ii. : E .. Jl ;;:
ci - ... E .. c e 0 .. 0 ::::; u .. u -.:=u: ..Cu,!
~Ui !cl! ... fiv:! :; ... :! ... :i ...
3:: .'Z ... :::1 >
·Datuu~m· -.......,=====
PENETRATION DATA
.. ;r,..~;;:v.lttltE..:.~~\l-'T¥.:.:;.p.,»O~: - _-rt:· l<=j
------- ------·1--4--+---4--1 ·.:;;.~D- ::.caRA.c::..~~:··=--~.:-=·- __ ---
~ltFF, 't<E-0'- 2il<t)W N~:.S\IIY - . Cl..k'/- W/ CO!U'-L.::.(f1LL ?.) _
--5_
·. 'DENSE:.. I TAN- Wf-\ITI~ 51L'TY · . ~1\ND w /CO gAL FRAG>Mail; . .....
.. N-1.0 _ SDME CLfl....Y. · . - _
.'-
--l.L.
: ....... ·. pwse:. , TA.~~ Wt1JTE ~l-lD] _ _
cC\,1'..'{ W fC.Ot2A1-.~MI:NTS • .,..
. . -. . ....
. . . .. IS . _e;tJ~~oF.~~f.IQRII'ilGl~:.-e,-:::-_-r_s;'Z'~::-_- .. ~-:-
. -
i-1.
I .·
.. -
_-__ -pr,t.;Tt:r·-·opf:-sl T~- .'N A:-t: E..R -M.AI N. -- .. ·
TABLE LA. · - SUMMARY OF LABOMTORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN~SIZE ANALYSIS (% Passing)
Sieve 1" 1/2" 114 1110 1120 1140 .. 11100 11200
. ATTERBERG L:PiiTS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughness .. Dry Strength-
UNIFIED SOIL CLASSIFICATION·
APPARENT SPECIFIC GRAVITY
EXPANSION AND CBR TESTS (Surcharge-51 P-. S. F.) Molding ~oisture, %
·. • Molding Dry Density,. P.C.F. Swell upon saturation, % CBR at 0.1" :Penetration
MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)
Nl:>..i\ARA.L ~4 i(··-r .. "::1
NONE lv\~0.·1-\1(:7~
~ I(:> 1-\
CB
'2~.,-.
0.1
VR'-1 TO WEI ,, o'Z..?J
\00 56.1() :JE2.<P "'j. '2 .. ~I·S !?><}.';
.. -~e;,.5 :/5.~
1::!/:1.\t.ARP..L ]'? 11 ~fe>.
NON.~ ~ {(,\-\
\{I(:,~ -.
CI-t 5\Vt
' .. ' _; ____
•'
N~;nH<AI.-4-j '1~-
1.~
M~OtUM Mt;O\UIV\ M~O\UM
'·
Cl..-, .. ..
.·.·-:
e REMARKS:
3-.470
WALTER LUM ASsOOATES, INC.. I ' ' CIViL. STRUCTuRAL, SOILS ENGINEERs _ . ~ ·.
TABLE LlQ.== ...; SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
\(e 11 . \?,?· 0 c
1~'-t!?.S' _ ~I..H(fA~ \0'- \\,~· .
DESCRIPTION • • ·• -~-·-~'i~:~~~~.:··-~~~~~~~=-~~~~~C-~~·~g.;;;·:~-~-·-:~~~~~~~;~~--- .· .. · --- W!W~P.t. ~JIQ : SAN Q'l :· (;U).'f- ~:-WICDRb-l( ffl#.P-;--:·'---~~ --- - ~ ~- . _
GRAIN-SIZE AN~YS!S (% Passing).
Sieve 1" 1/2" /14 1110 1120 /140 /1106 11200
ATTERBERG LUfiTS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughness Dry Strength
.. UNIFIED SOIL CLASSIFICATION
APPARENT SPECIFIC ~RAVITI
EXPANSION AND CBR TESTS (Surcharge-51 f.S.F.)
·. Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % · CBR at 0.1" Penetration
MOISTU-RE-DENSITY RELATIONS OF SOILS . (AASHO T-180-57 Method ) Dry to Wet or Wet to Dry Max. Dry Density (P. C. F.) Optimum Moisture (%)
~---'-----------
. \00 \00
51/'2.
NON'6. M~V\ \AM. \-\te?'r\ .. 2\..\&\-\"f .. MW-
. \.\ \(;,\-\ - MGO,u£:1\
CH ( SG)¥'*- C.L
: •" '•
\ ... A. /
VR"' · -ro 'f\le.r · ___ _ · \cn:f
[9.'2. .
WALTER LUM ASSOCIATES, INC. I CIVIL. STRUCTURAL. SOILS ENGINeERS I
· .. ·,·,
X LIJ 0 z
>-.,._;
0
t-(/)
<
e ..J Q.
8-872
PLASTIC-ITY CHART PROJECT :·~~::::M-~rt::r OFF.;; ?\\'e. WA\E.r<.. MA\ ti ·
LOCATION ·~-=-~"~r~r\.;r~;:-wt>;J P-N P..G ,- OP-\4 u ·_ UAWti\ r ~~-~- --~-~:-:--
90
80
10
60
50
40
30
20
10
0 .0 .10
"14' LINE v ~ - ' -
/ v
/ tl'
CH -
• \~-.f v -.
./ ..
/ -CL / • \ID-D
~u~~ c.E..;;...., 0 <:I ~ SV\Rf Ac;e 11
~
/ v. MH 8 OH
v CL- ML / ML. " ' v __
---
20 30 40 ,50 60 70 ' 80 90 100 110 120 130
LIQUID LIMIT ... ~ ·'· ..
BY· 01. - .WALJ'ER LUM ASSOCIATES, INC. I
CIVIL;- STRUCTURAl, SOilS ENGINEERS ..
- .
_ MOISTURE~DEN'SITY CURVE (AASHO r~tso-~57, METHOD8J
130
120
110
.......... ·u;
c.) 100 a.: -- >- -
..... 0')
·2 w 0 •a 9
>-0:
.a
80
· .. 70
.•. _ ..•. ·.··• AGGREGATE: 1/i ''MINUS
LOCATIONt=.--:_M~\l.-1,- O.b.\.\U, HAWAII ·--- - -_::MOLD SIZE:±'' '"h23"f'HIGH .·._, ______ , __ .:_. ____ HAMMER:\QL.fa$. !8" RBOP
SAMPLE NO.L-~1'?·_ ?WRFACE.. --'---LAYERS:..,..--.:5~..,.----SAMPLE D ESCR I PTI ON:::::-1?:.:;;;· -+R=O;.;..,_'N"'-'R~C.;;,.,;LA:~:-I ....... .:...:INJ.::::!S=ON\;_·:.::;e;_-5~A_N,..;.O.;;_' :-- BLOWs: 2 5 I LA'(£ B.
- f:. CORP!L
-.
-·,· ·.
--- --
--
- -··
_MA.Xlto IUM hfl fl" DfN~ illY dO ..3PCF ---
~~ \ ----- ·; 0
\ -~ --
I -~ ---
-1 -~ 1\ ..
~ - --
~
_---~ \ ···-
_:;:: - --
~
~ -
~ 0
--
-- .-
10 20 - 30 40- 50 60
WATER CONTE:NT . ( 0lo) . .
WALTER LUM ASSOCIATES, INC. I . -· CIVIl, STI!UCTURAI.. SOILS ENGINEERS ~ -_
DATE - ..:3 -1.~-7.3 BY
9-.470
130
120
. 110
........ u; d a.: 100 ->..._ a; z w 90 c >-0:: c
80
70
60
MAK!t\ DEI\I~I ~~~- \ ~{; ~
/ ~
----
0 10
DATE ~-12-7.3 . BY . Nl
<.
-·
-. -
"
tf:= . ·· ..
'/ ~ v \
..
~
"" sr \ I ~ 2 \ .!1) .
t; 0 ...,
_.
w . -
3 tl 0 ~
-
..
. ·~ ..
·-·:)
'2: . -.,...
(l.
0
' .....
><
. 20 30 . 40 50 60
WATER CONTENT ( 0to)
' .. •. . : . ' . ~
e
·, ·-
10-4'10
CBR TEST
LOCATION l- .... J.t\0.1 \...I I . Ot..~LI; \..\P..WA\\. - - ---- -:~· ·_. . ··-·-
.SAMPLE NO• -I~ ~v.-aFp;c.t;;·--···-- --- -~--·- · : ___ · -~ .-~-~~~-~:~~: ___ _
SAMPLE DESCRIPTIONs~:teRoY-~N~ctAj · ~N/$0M~ ·SANO -~- · coRe.~·-'--· - "
l.O
[SO
lloO
/40
l20 .... u;
L .. v
/ /
-·
v ...
/' /
kR~ II% -- -·
o.z·• PE NET'AA1l< PN= 15 -::. 7-8 ... ·-
CBR PENETRATION DATA
PENETRATION LOAD LOAD (INCHES) (LBSJ (PSI)
0.025 (g0 1._0 o.os 0 115 3& 0.075 lbO 5:3. 0.100 ?...05 (aS 0.1 2 5 140 ~0
0.150 '2.BO qs - .
0.17 5 .SIO to; ~-·too /
v - - 0.200 MO uo 0 <C 0
80 ..J
tOO
40
1.0
/ llc"~R ~ o.t" P£NEil ~TIOIJ b~ -= . 10
- I
I .. j
/ 0 0.1 0.2 .. 0.3
PENETRATION (INCHES)
TEST RESULTS•
MOLDING MOISTURE,%. 'L.~~ I
MOLDING DRY DENSITY, P.C.F._g._~:.::..~ 5;;;...__ CBR @ o,t'• PENETRATION -----
DATE 3- J<p-/.3 BY N \ ~ J S
OAT E 3 - I 9- 7 3 BY --:Jo.L.5"'--'""""'-----"""
"-b-8
0.4
0.250 :715 I:ZS o.aoo 410 131 O.lUI 0 4fn6 153
·0.400 I .c;-nn lto1 '0.45 0 16-40 180 0 .. 500 ?10 1q0
AGGREGATE V4'' H INll.S HAMMER WEIGHT ) Q L£:8. HAMMER DROP . I B ''
· . No. OF BLOWS 5&J/J..A"(f
0.5 ' . . . -•·
No. OF LAYERS 5 ~'---.....,...-
WALTER LUM ASSOCIATES, INC. I' ·C.IVIL. STRUCTURAL, SOILS ENGINEERS
·LOGS OF BORINGS ·, 1
FROM
"MAIL! ACCESS ROAD -
.FARRINGTON HIGHWAY TO BELT ROAD"
REPORT DATED FEBRUARY.20, 1973
..
. . . . -WALTER'LUM ASSOCIATES, INC •. I 3030 WAIA_LAE AVENUE • HONOLULU,. HAWAII 96816 • PHONE 737-7931
Boring Log PROJECT MAILI ACCESS ROAD
BORING NO. · B ··sheet No. of ..,.----
D;ill~r .W. l.UM A770G.)Nv. Date· Jt>.N. 9, I'\ 1 ~
LOCATION Farrington Highway to Belt Road Fie_ld Party-_Me('t:~. ~J,\170\11 GH ~ T.t\~UC.\-\1
-----~~__,;._::::.__~-__,..;...~""--'----'-- .. ·.A IJ Cii::K { M~ I?Ji I.G). . ..<L." .
Maili, Waiallae ~ Oahu, Hawaii Type of Bor!Mg /:". ~ ~ ?o - Diam. __ : ___,____:-1_..;.· ----
Eiev. · · :S 0' 1' * Datum ---'----.--
Drill Bit -fiN~~ !if'~H HAMMER: Wel'ght~- ..-..,.___:\,;:..:4-:-:D~.~=---:.:.......--------:-___,.----------. , . Drop _,.. ~0" . . WateH;i:::_ti_ ... ~~C<eP I I I· ·I·
SAMPLER: ~'e" $T.A.Nt:'A.r«.l? 7 C!.-Ij-'?f'OON - · · Date ;..:-1..._: . ..:.."1·~7..,:.?;.....l...,_ .,....,....---'------'------'----
i(GHJ
' ..
. DESCRIPTION .
c----M~t?IUM, Br<:.oWN ,(.t,A::L :"'/SAN.!? 1-"0KU.,_ -----~---
.. __ t?E:::t-tSE::: , Wt\11e-.. ·.:::-==su.:;_r_t-SAI-IP. ~- GO~t..-
.JAN j ~1?-o~:<o~N . '71L-f1 ~AII-ll7 .. 1 .. ........ .. . ..
.... D~C:OMf'O?t:;l7 -~oc..K, · w; _ ~-TMGe'7 Of' W141te-_c.orz..A.L,
-' soMe. c.t..A'i'. __
*" . ~L!::;\/A"fto~ t.'':i[lHP.Te-P f~Of'-.\ COI-.lTOUP:.. MAf f'>'i ,. COMMUi-ll"\''1 r~.-t.l--11411--lC.,
1\NC...
-. ·-
"""'
-_-:-
-.!.£._
'·--
... -
. ..
ci z " c. E .. .,
-...: 5~ '-'D.. c: .
:::>
PENETRATION-DATA
Standard .. ~ u.; Penetration Test
.. "! 5i Q. N (Blows per foot) ·· > . 0 10 20 30 40
I
1-'--+.,..,-+-+--,- :z7 /o. 7'· ~.zofo.~ HAMMef!.· .
: ~ou1-1ce7
1--+-,---1---1--J------'-'--"TI ~~%. s'
HAMMer.. f.;>o&JJ-lc.es
. •.
~--
-~-
WALTER LUMASSOCIATES,.INC. II· . . . . ' . . . . . . . .
3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 73_7-7931
Boring Log .. ct.-. BORING NO. ·· Sheet No. of ----
PROJECT"""-~......,....'-MA_I_L_I_A_C_CE_S_S_R_O_AD_.:... _ __,...~;;,-o-'-'--- , W. L.UM .4.7'?0~.-u-..lc.;:- - JJ.-_N. 'I, l"i_1 ~ Ortll..- _ ·---.--- . ·I Date ~-"-'---"--l..,-~-----'-· ~;::;;
LOCA TION ____ F __ "-ar.,.,. r...,.......:Ln __ ;;:::g_t_o_n-'_'-'Hi'-'.=g_h..;..w_a.::..y_t_o_B_e_l_,t.,...· .,..R"""o_a....,..d-'-
Maili, JWaianae, Oahu,_ Hawaii
Field Party -~M ~"1t::K, ~Al70"VrC.H~:~·;rA6UC.141 . ·Au4e;t;.(~'"~of5tCe) . .. A."-·
Type <>f Boring_ Y'- · \') • ~0 -- · Do am.--..;..:.._,.;,:;···..,.':,..;;···-.;--~+""~..:..:.
Elev. · ... G. I • :±. -~ Datum -------
HAMMER: l~O~ oril_l_ s_;_, ·.fiNGieJt:;. 11f'E::
VVeight ___ ~---o-_·.,..·:~-_.,... __ -~~~---------------w..:..~-,e-,..:..Le_--~-,_....,..~~g __ ~z~v_-' __ ~-e-. __ •_~-~~-~-"-'~~-'------~~----~----Drop Tome .... - .... _ _ ·
SAMPLER: .'2''•STA~t:'A:Rt7 Sf'L.IT Sf'OON . Date ·y•j· H ---
DESCRIPTION
5Tlrr, t?AP..K P->RciWN . c,t,f.. '1 VJI p.,oo% .
· ..... I?E;NS~ .•. TAN _ .. . SAN I:? 4' COF-.,b.t,
__ WHii~ · .. toAAL.. FRAGiM e:;i-l T $
ME::171UM "17E;:N711'1 T,!>.N .... (sM.) ----•-- _ ?t t...1' "1 st>-t-l17 w' co F-A.~,.; ----
E:N17 Of e>o~tiN~ ~. 11.;'
"* . . _E;t....eVATION E;?Tl MAfE;l7
P~OM GOi-lfOUlt. MAP f'i"'l COMI"\UNlf""f rL-AN).II~C., 11-1.1:-.
:0 z .. c. E ~
.., . c c . 8 . e .... u ... ~. ~ ! ~. :;: . :;:
b"
. ,.,; "' . .. ... ou >C.: Q
: ..<: • ..,..., ·a.~
C:ll,. .. >
PENET~ATION-DATA.
N (Blows per foC>t) 0 10 20 30 40
g..,...-+-,..,j:....:...-h--h. ?..I jo.:/ _
1--+-+--+-..,!-,------1-s._o;o. s'
-!. \
. WALTER LUM ASSOCIATES, INC. 303.0 WAIALA_E AVENUE • HONOLULU. HAWAII 9681_6 t> PHONE 737-7931
Boring l,.og 1 o ·· BORING NO. · - ···· · Sheet No. of ....-, __ ~---.-
PRQJ ECT _ ___,....,;...,o.;MA,__I_L_I_A_C_C_E_S_S_R:..._O_AD _ _:__.:~.,...-----.----..;.... Driller V:-1, ~ U M A t,c;oc. ., t N u; bate j A. N.. 'l 14 7 3 Farrington Highway to Belt Road Fie_ld Partv-Jv1.E::7e:K:RApO'\J\~A.It>.4L1G~i ___ : __
LOCATION ____ .....,.........,_ ____________ · . -Au6!ett...(M·~e.n.;;;) :· -_ ··· 4
.. Maili, Waianae, Oahu, Hawaii Type of Bortn9 · - 2> so __ Doam. ~-~--------
________ ..___,___;~ ___ __::. __ __:~~----- Elev. - SZ' !_ * ·. ·-·-· · ·- -Datum------------'
HAMMER: ..._ Drill Bit ·_"FfNGt~~ l'iPE: h \40 .... -
:~: t __ _:~:....;:_Q~~.::: __ :;; ___ :.___.-.,....,..-..,.,..--'--...,...--------- Wa._ter L;,::· ____ §.;.;.g.;.._=:.:.;:(c_-.;..:r:<,..;.p..:.._+-~----·· ... ·- ....,· ,.;...;;.--J---.,.-_-11'-· -..;._,.-1----~ SAMPLERi 'en_ STA:Nt::'A:l't'--~f'l,;ll·sroor-.1 :~~.-~: - - .. Date-:-...:·'-<~.J..·-·1:...:?:.....~. . ..__ ......... _'--_ ......... --'.--.,.._......._ __
__ 5.:T I f e; __ f!,Ro W N ::-=-: =-----~:.:~:-=· . c.t~A'-1: W./. ROoT7 . --. . . -
··-·-- ... --
_ST(f-f-, ~l'Oit<lN -_. Cc,c) ~ CJ..P.."'f LWHiie. co~~
_ (t7ec..oMro?f:.l7 .caAAt..) .·.
·. eNI7 Of !:>Of'.I_NGt ._·e. H.s' ..
4- .. ___ e;;.L.t;;v&TlO~ eS\! MA i(:.Cl
fMJ-.-\ vOI-ifOurt.. MA.f' 'rJ""f __ <A~I-1UNtf'1 ri..AHNII4C., I t-\C..
;
----·--
-..:..
--
-·-
' .
0 z .. a. E ~
.. c . ..... i~
....... ?'1
I·
PENETRATION DATA
"' Standard : Penetrati~n Te;sf ~ u; l .. ~ :; "- N (Bioioofs per foot) > 0 10 20 30 40
I
I .
t>. 4:
• "' 0 -.)
" -<t
~ .J
. .4 ~
WAlTEI LUM-·ASSOCIATES, INC. I ::,. . ·. . . . .... ·. . .
303.0 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7'931
Boring Log. BORING NO .. kl . 'Sheet No. of
PROJECT _ __,.._...;.MA_I_L_I_A_c_c"'"E..;.S_S_R_O_AD ____ -'----'--- D~ill .. r ~W; l.UM/>.r.;c,oc,. 111--l6.· Date .JJ>..~. 9 111?
LOCATION . FarriiJ,gto.n Highway t() :6elt Road Fieid Partv·Jvtel'tR ,RA.i?O\/!CH-,1/>.~uc...HL·:·:~· _ . ··-·. _____ M_a_i_l""'i""',;;=!-w""a:..;l.::.. an~::.a.Ee'-=-,~O~a-h-=u~,;__:Ho:...a::.:w:;..a::..l.....;.l.~. ~=-- Tv~e ~r Boring -.Aue:.eP-..(1:.~:;-t::-) Dia"';· 4'' ... ·
Elell. :· : S (4) 1!;, ~ .: . · · · Datum. ------..--
HAMMER: \_4o"' 0,; 11 Bit ·:fiN~e~ T""/PE:" ················-···
Weight-'--'---~--_.....--.__,_....,..,.,.........,...--_..;.~- L. ,. Nof-·· ···~· ··.--.-----~·- ~--~a" .. · · :Water eve ··;..J:N:!.iiou..I1.1oll.olifet'-lt!l?:.-f.. _""--"'-"-----+--------+------+----Drop--....-..;_,;;;;;..;;;=--........---.;,.."'"""'---,------- Time.:.· ....
SAMPLER: ___ . ...;. .. -e_··_• -s_T;_P...;.N_I7..;..A.~. K_17..;.. ·.;;.-?..~.oF.;..~ 1..;.r...,.·~...~.r.,...oo_l'l,__ ·..;..·. ___;·_-. ..;. .... _---···-·· _ Dat. r; '1·17
Met7tuM I r<-el7!7l~l-l eit.DY...i-r:: · ·. Gt,/>.'1 w;-;oM~ ·co~A.L.. ···. :...
__ l?tl-.lse;; TAN 1 1--ii-llff;. ~ (-sM) : ?lL..'T"t C.Ott.b.L; ·1. .'S.b.Nt7: -
.... 7rt rf I Tt-..14 1. w1-1 1Tf"' _ (MH) ~· . ?11.:r-t c.t...t-.."1 _. ·----·
W/"!;ANt7 t GO!?...Al-
-·.-.. ...... _ ;_
--
."'-
·-'!~
-"51! f"f, l-\~HT f.>ltoWJ..l ..
( ML.) - · ?AHD'f -$1 1.-'T .(&ec.o,:;w. ~oc.~) -E:;~-J!7 Of" e;or<.l NG. "fb 11.~· ..
-* . t;..t..l::.\i/>.ftof-..1 E::?fl !J\AH:..!7 .. -. fWYI CO!-l(OUtL MA.f r?'i _~0!-'\M\;.JI-.lii';' Ft-AI'>INING, I iNC.... ..
0 z ., Q. E .. "'
.. ~
·1~n:: 1\·t>.
~ j.'i·i
r: .. [·· . 1 A .
+9;+11-~
r,., .. !
'-1 . . :
' >
.~Cl ; ll· "-.
c. - E .. r:: 0 r:: 0 ~ . u .,,.; u .. ..., ..: U:· cu
~# ou a~-t..: ~..: :;!C. a: a: Q ;:)
IO ~- -- -~-:- ..
~ .. .. il§~ tO"? r::c. .. >
-PENETRATION DATA
Standard Penetration Teat
' .
N (Blows per foot) 0 10 20 30 40
11--+-_..-+--1 :zo; a.~~~~~=-: HAI'-1Mel'~:::.:- __
_:: F.»ou.-Jces·: .. :. ·
' ' ,,
t.
/
.r I
1,· I ( I ,
·'·
,·
. '.•:
' I
' '. \ . ;
< ' . ,.>· . .... _ ':·
, .. ·~
;··.·. L/
.. ··:~ .....
.P .,; ~~-
·:·:·'
.·· .·.
,· .. , . ·•. ">"
'
..... ;..- · .. .~. '- ~ .
.... ;.;_::::<,~. :· ,· · .... '\
.··
... ......
~.: '·'~ ~ . ~ - ., }' ·,
·• ~:.-. ·:-........ ~ ' .'
l __ •
·- .. :
·.)! 0
,.
····e
.. LIMITATIONS
In general; soil formations are commonly erratic and rarely uniform or
regular •. The boring.logs indicate the. approximate subsurface soil . . . .
conditionS encountered only.at the. drill holes where the borings wer~ .
. made at th~ times desi.:gnated on the lbgs and Iilay not represent conditions . . . .
at other locations or at other dates. Soil-conditions and water levels
·may change ·with the passage of time and cQnl;ltruction metho.ds or improve~··
ments at the site.
During construction, ·should subsurface conditions _much di~fe~ent from
those :i,n the bqrings be observed, enco\llltered, orotherwiseindicated,
. we should be advised immediately to review or reconsider our recommen-·' :· .. · .
dations in: light of the new developments.
If there is a substantial lapse of time between the. submission of this · ·• ··: . ·:···· ··" .. ,"'
report a"Q.d the start of work at the site, or if col:td:i.t:J.qns have chai).ge4 · \ ... ·. . .· :·:· ,:
due to natural causes, plan changes, or construction operations at. or
adjacent to the. site,. it is recommended· that this repoJ:t be reviewed. t;:o
.<·· determine the applicability of the recommendations considering the tinie
lapse and the changed conditions. •' ..
r.
. ·_ ... · ·.·· .
Our professional services were performed, findings obtai"Q.ed and
recommendations prepared in accordance with gen~ra1J,.y e~.ccepted engineering ·
practices. This warranty is in lieu of all other warrcinties expressed or.
implied~
. -,.
