HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-7-31
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Lane County Materials Testing Lab
Lane County Department of Public Works
3040 N, De/ta Hwy, Eugene, OR 97408 . (541) 682-0945
PROJECT . L\lJE'~ YI\'"f-'t. ~", . . CONTRACTOR:
LOCATION:' BA-.s~ A~L.. pf',SG f?111!J!/:j Jof MATERIAL TYPE:
SAMPLED: DATE: --:rJ3//.Q1... TIME: -vM' BY: LJm-, J . SOURCE:
~ "
V
Sample#: 0'1-'- 0/</- 5
Project #: (:) tj.~ I ----
Etir;EJ ESq.
:3/7"'~
2'S~
Aggregate/Soil Field Density Testing
IMat.'ID
I A
I B
Material Source and Type'
. ~ '3/</':-0 4G.&,.
Max. Density Opt. Moisture
[ZO, Z-- /0,7-
l Test # 'MallO' Grade I Depth I Density I % Moisture 1% Compaction I
I I 1 A- I16IJ 3fst-'1D 1'1;" I /22'-;-1 7- if I /00 +- I
!Location SOi.l.~ 'WESl Coe.N!d<,,: 0-100 20 l LT ct.1
I 2-1 4 I' 1/ I '3 If IIZ? I I c" {5 I /00 f-
Location ST1}, C> +- 50 12 I LT
1 3 I 4 I 1/ 11:, t( I /2--/, '-I I 7. '1-- I 1(20-1-
!Location: if / {-:SO {, I L-T
I t.f I A- 1'1 I D II Il?o, c; J ~, I I /60 f-
IC~tion If 2f-5D . L.
I s l,f I ,'i ,I -g'l I 12i,5'17, 7--- I /00 1- ,I
!Location . 1/ :3 1--5'0 / {p , Li . I
I~ JA- I Ii I 15" I IZ2.t/ I C. '7 I 1M f
I Localion .1/ tJ ;--56 20 'LT
1 riA I " ID'I I /21, cg I {--, b I 100 f
!Location /I Sf-5Q. c:f:....
I ?\ I A- I Ii I '25'/ I. /2 I, Lf I 0. 'if I 10.0 f
!Location {( 0;--S () Z 'F-/ .
-, q 1 AI" ( I D' I 12'-/. / I?-, '-! I /00 {-
!Location I( 1--+50 1~.r;eT
I/o I A liDtJ ~'f/f-o 13//1/22,0 Ie, '-/ I loot
!Location" . . ST,IJ. if..-5D. /0'12 r
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. ._- -.... .-..,~'_. ... '.
.- . -.
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PAc S:.:S.
f
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P
t
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P
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p
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(1.;: S.
:if 0" ;Ml9-'O..: .. It,
,~,.,..,.^ ~. ^~'1..:.;;
'.hr;;\~~
~ ----. .
.' lla ...,
',~':\'2:e(b:,
--"'8l0;
'-:. . -~.'
Comments
. ~ ~. . ,
. - ~.
. . ~ ...
, 1 ,.'
'\'-vl_1 VI:.U
AUG 1 8 ZDDY
Rema(ks
.:' ':otifi~d:M'#bJ~ ~C
-./
,~. ,:: ;:.- '.
- '
.. '
Technician:
u/J;y.
(/
REN.07.-'03 l.QllablfORMSlAgg F19ld Density .
Date: 7/'310'1
1
Time: j) /l1.,
&/
w....."..
" . "
-
.-
J
Sample#: CJ9-o/Lj-S
Project #: 0 tJ4/
. . Lane County Materials Testing LClb
Liine County Department of Public Works'
3040 N. Delta Hwy, Eugene, OR 97408 (541) 682-6945
PROJECT: '. LWek1 m/!-/L:IMp,(!()v.
LOCATION: B'tr>if'J ;("JL iJr:.5
SAMPLED: DATE:1/3l,MTIME: ptv.. BY':' ~
CON:rRACTOR: .
MATERIAL TYPE:
SO,URCE: .
EC;{,~ / e56,
3/<j/~
EG.G,
u
#2/i
Aggregate/Soil Field Density Testing
IMat.ID
I A
I B
Material Source and Type
e::SGj '31'f'Lo 1'14 'j
Max. Density Opt. Moisture I
1'20,2- /0, r
I Test-# I Mat. IDI Grade' I Depth I Density I % Moisture I % Compaction I
I /1 I It 1M 3/v.'C.Q 1"6" I /233 I 9-.~ I It'o I-:
!Location: 5m '9' -f5D 1(, '~T
.1 /2/,:?, 155' I /tJ6 +-
'"b' ,er
I /z;, / I &, (
c:b-.
I /22-.7-1 1-, ()
~.
I
((
I
10 r5D
I
, !Location:
ii
lIS I 4 I
!Location:
Location:.
!Location:
I .
Location:
-I'
. Location.
!Location: '
Remarks:
vv
Comments '
p,;:; s
I
If
I
/m + I P
I
101) + I Pl?-~-)
I
I
I
I
, I
I
.,
I
I.. '.
I
I. r
r
Notified: ~0-CZt.r
{/.
t~
Date: ? ht/oq
Time: -f;f/\(jf;;
Rev. 07103
MatlatilFORMS\Agg Field Density
Technician: .'
\, .'
"~" Lane County Materials Testing Lab
/ --', , . LBneCounty Department of Public WorM
,"'_.~.
"'- --.. '. _ 3040 N. Delta Hwy, Eugene, OR 97408 (541) 682-6945
PROJECT L,y6:!"1' r'f1Z.-L" " CONTRACTOR:"
LOCATION: REJA,IWiJ4 WM.L MATERIAL lYPE:
SAMPLED: DATE: r/2f/nft TIME: IO~ BY: Cfl'J'1 !SOURCE:
Fieid Testing
Class Specified: 35DO
Class Delivered: 35DO "'
Ambient T el1)p: <:05 OF
Concrete Te-mp: "73 OF
" '-f
Slump: ' in
Air Content: ,?,g~ %
Unrt Weight: Ibs/ft'
Concrete Testing
Supplier. ES Ct'
Mix Design: 3' "/35' 5
Weather.
!41L!1"/c!o,,,,41
'-.J '-..J
Spec:
Spec:
Spec:
Relative Yield:
Laboratory Testing
,Sample: I:gj Picked Up, 0 Delivered
Size: 0 6" Cylinders
Field Age at
Ma1l<ings Break
1-
12
)-'3
';2:8
I
I
I
I
Remar1<s:
\,
~""'4A""'12MZ
Date Received:
7jq/Oc;
l)( 4. Cylinders
Dale 01 _
, Break
~!t~ '
1)5
<t!5
<J/5'
I
I
I
I
I
o Other..
Sample #:
Project #:
. Et.t.c
3500 ~ n
e$c;,
Amount:
Ticket #:
OF
in ' Water Added:
% WIC Ratio:
yrf
II
CJ9-oo-:;- S
() <11.,/
/'c<....
6:,,5"
1.f3<f/
yrf
gal
~st :j 0'1 ~o
T ota! Load
(Ibs)
Lf:2?ocJ
ro0'T6CJ
~2~CrD
& I )>60
Comp/'llS$lve Strength
(PSI)
3'1/e
Lf:N~
. Lf1~
Y <] 2fl)
Tested By
~
~r:.-
I
V-
I
I
I
I
I
-I
I "
28 day Average: Y 9 / S- :psi
,
Notified
~@
I
,Concrete:.. Injurious to eyes.Causes skin initalion,Conlains PorIjand Cement. Read the following warning before using: Cootact with ,wet,
'lmhardenecl coo::rete, rrKffi', cerrenl C( CEment mixtJJres can cause skillr1ita1:Kx1, severe ~ bums ,cr serb.JS e{e d~, Am rmtoc:t wi1h
eyes and skin:Wear wat€fjlroof gkNes, afij~-buttored, long-steeve shot fij~eng~ .OOSefS and Iighl-fitb'1l '* proledi<>1 ,,"en -'11 v.;n ~ese
materials. If you have to stand in wet ~ete, use waterprcd boots that are ijJht at the top and hgh encx.gh to keep concrete frcrn floNing into them;
Jflinishing a:ncrete, 'M!aI" knee pads to prated knees. After contadwth any ctlhese materials, wash off iTYnedIaieYwiIh fresh, dean waItY. IndirectCOltad
thrCO'Jh dolhirg is as dao:;JerooS so Pf'ClrTlIlfy rinse these materials from dolI1ir;J. Seek inmediale medical attentioo if yoo hale pel5istent C( severe
discCmfcrtln case of eYe contact flush wiIh plenty of water fIX at le$t 15 rrinutes. Co1su~ physkian inmedately. KEEP oot of read1 of dlildren! User
agree:; to a:xwf!.J thiS werning to c~1 ~ wOO may use cr caneint? q:ntact ~ wet (unhardened) lXJlO"ele, rrortar, canent oc cs:mefIl nixtures,
Aqgreqates:' Probrge;j II1halalioos 01 dust from a gravel"prOOocl may te hazardous to your heath. Measures to conlroll1J;!rtrve dust stiouki re taken
When i1~I~ thiS pro:iLd. Hot Asp,!1alt erms nuisa'lce fumes. Avoid tl"eathing /i.meS: Also, Asphalt may cause, severe bums, Wear protectNe
safety gear (k:Jrg'sleeve.s, p~ls and gloves), If blKTled, ccd with water, and see a physOal.
Water added al customer's own risk. Additional water added to concrete will ' Prop~rty Damage Indemnification & Release
reduce its strength.Buyer's agent agrees to accept responsibilily f orreducedslrengtll The q:lefalCl of this piece of heaVy equipment, In presenting this RE.
due 10 water added above design. . LEASE to you fol'your sgnabJre, is of the opi1ioo that the Operatioo of this
, D machinery in the manner required to perlorm our.CC()tra::t IAiitf1 yoo may
Arrived at job with inch slump. pOSSibly cause dal'l"'laJe to the prffi'ises or ~.lt is w W.sh to ~
you nfNef"{W<fflhalwecan, but in order to do lhis, the operatClis asking
lI1at you sign this RELEASE. In ro'l."jderatioo ci the perfommce ci lI1e
sO", of", ""bod v.;n me, I ~e ur<lersigned, hereby INDEMNIFY the
seller and its employees for any dClfllaJe and roc all daims to the prerrises,'
bUilding, utility pipelines Cl cables, telephooe lines, driveway or other
appurtenances,at:
CUSTOMER/OFFICE
2093995
Added _ gal water at customer request.
Teslcyliriders
taken
Unloading ~ Standby Excess unloading will be
charged at posted truck time rates. Truck standby
tiIT!e charged at posted truck time rates.
Limited Warranty The'only'liability of the'sel1er for
product defect is fhe return of the purchase price, In no
event shall the seller be liable for any direct, indirect,
incidental or consequential damages resulting from
the use of the products or arising'out of breach of any
warranty. All claims for damages or shortages must be
made within 24 hours of qehvery.We do not assume
responsibility fOl any damage beyond the curb line.
Other additions
Received
by ,X
Buyer's Agent receipt of product and approval of any added items:
The addition' of any extra products to our mixer may void any warranty
expressed or implied by the seller. The seller accepts no Ii~bmty for any
personal injury incurred by you while adding additional products, to our
mixer, .
and RELEASE the.seller and its employees from
any' liability.
Signature of ~ner or its Agent
~UGENE SAND & GRAVEL
"" 31l101l1 DELTA HlGHI.JAY
EUGENE OR 97440
,;,' -
5'+ 1-683,,-6400 '
, .. ._,,_ SiJ;ln~_tl:l~~___of _q_~':1~r _()r its Agent
.1-.'L~~~~~P'a~t I Arrive. Job -sii~ ~t~rt'-D'~~~'h;~9~"--Fin-iSh '?iSCharg~.1
I. . I . I .
~WGDELTKro904oa
Leave :JOb Site-I Arriv: Plant I
Drivers'
Comments
Order No.
Cust. No.
Companyl'
Customer Job
Customer POI
Phase Code
"II!IIII JIIII ~IIII ,lllllllllllijllll J1I111II!11
60007
Customer,
44374
Delivery Address
TICKET NO,
601Zt10
PROJECT
priver
Co. Proj. No,
D~Pe~I,.fl;!X;~tion\rL:. I FF "
AT SWIW Pt:JOLE' OFF THURSTDN
LIVELY PARK
"LARF'){",SKl RESG901
,,",: "WU~/09
" "
sCale
TI!'f'e-:
" "E81
'08:54
Load Qty
Delivered Qty Order Qty
Product Code UOM
ProductUescription .
Unit Price
Amount
-6.5121
6.50
1"3'. 00 313565
CY'
3500 PSI 3/4 AIR
bUE ON JOB TIME,09,45
ENV CHG
,PREV TRuel-,,
LOAD COUNT, 1
1.45;
Load Size Prod, No. Description
PiUPlanl Sales Tax
TOTAL DUE
Tr&;3k- .Jll.Gro&sIWei~f,;:J TareW4i9hI.olll r'~ler..:'l! "+ 1lcIiter ;:f\;aMUf.lby \' 1 bl(J' 1
..- Check.# . \ ._
:~ _._:-:-- _ _ _,_ _ _ _ _._ ___,_ -a':..~J-.._,_ _ _ __ _ _ ...._._ _.__._._ _._ ___
Slump
Type
cc
U,e
Haul Cd.
. .' ~~~
~~- .
~-~...
. /~~I~"
p~~
Lane County Materials Testing Lab
Lane County Department of Public Works
3040 N. Delta Hwy, Eugene, OR 97408 (541) 682-6945
I
V
. Sample#: o9-tP/S~ 5
Project #: 0 tit I
. PROJECT . L I VE~ 'PI1/?K:.. .r,.",'ptf!{)V /'-leNt- CONTRACTOR: E~t.E
LOCATION ~OU ~,'r-./IL tJF'S MATERIAL TYPE: LZ '/2."
SAMPLED DA1E: ~bi TIME: .oM BY: C/J1'1 SOURCE: E44E
,
v
Page
AC Field Density Testing
Mix Design cl.t.E.o. L-z.- '12- I( -0 q
I Test # I Location
I I EA-"Si- \.AIBr
. I.. .'17IlIl~~"l La'+-
I 7-- I 'I
l31
l t.f I
161.
I 6 I 6/b-r- -lr ~~ .
. ':4
I 7-- I CuL-- bE-- ~ M..-
la/
11 I
liD I
'11/ I
1/2-- I
I/~I
II tf I
. 1I
It
11
Cut--DE.-SAC-
110 ILrt-I - "5o....f-1I , I
- ?l1'iLl'.J'f"! U> f"
,{
II
"
'I
. I'
lIe: I NoRrli - 5ov:rH
'\ ...,). fl1d."JI... to/--
, Remarks:
Technician:
Rev. 07103 MallabIFORMS\AC Field Density
01
Pagels)
Lift: ---r;;p
I
I Density I Density - I Ave. Densityl % Compaction I' Comments
I N'-I,o I N5,31.'lWt4-1 93.'Z-1
1/'-11.9 I N'?,S' .I-zllY,:$;J>93.? I
I /L/z,:;t I lVi, D l~i~2~~tfnlqi!. 3"~1
114'1, t:-1141,1-.llf~~~f1~:;1'43;4o.:;::1
I N 2, I 1/ '/3'. 3' m'z~~&ji}.H : 92.5}: I
II 1./1, 1---lllfl, rHl~z:l:1:::'1.f2. .:>1
1141:~ II iN, 5 . m~~[fq'~I-J::t3 : $;: I
1142,<6 I N3,1. 1!fa,W~;ll0J <93,0 ,I
1,4'1.( I /'-1"7,1 1;:%#f.~'21 .~3. LI
I "2 L' II' /'j ;'/, '1;i,~j'1;iof'tJsdl. ,;P2' ;;:}J;;'.~I
I~ . ') , 7/ ,-r',' ,ddY;~'.d',,-.' ",,"''' "'1>-
1/45. 3 I / 7' 1cPjt71~~:~~~~I;../13'. !:.kl
I /'/2. 2-1/i2 ;Jif'l~b'fl.5i:iI92~ifil.
I /'/3.11 NJ,oJtlM~A:;~H:';93>,,'1 ,
11'12. 4-1/~/5'H;%w'zi\%il-92,-z:.1 '
1/t/J.11/7"2,1-r;2i't?~J'11.2.9 I
Average compaction:1 1'2, q I
Notifie,d: ~~ - El, ,~-
. --..J
'Rice:
15<1: z:.. PCF
1
I
I
I
,
I'
.', .1
I
I
I
I
I
I
I
I
I
fyJ/y
o
Date: 8ft (qTime: ~ '
3
~-
""'" /1'/1,' .,
" L.:>D
~-
.........~,
,ubk -...
Lane County Materials Testing Lab
Lane County Department ot Public Works
3040 N. Delta Hwy, Eugene, OR 97408 ,(541)682-6945
. Sample #: 09 - 0/(, '!. S
Project #: 0 Yc;;, /
PROJECT LlYe/<-^, ?4~/L .L-t~v; ,
LOCATION EIt5~ L..fl ilL Dr'S
SAMPLED: DATE: '7,/3& TIME: PM.. BY:
CONTRACTOR: EG{.;;-
. MATERiAL TYPE: L2- Vz- "
CIYJ'ry- SOURCE: '. Ec.t. 6- ,
-'
. AC Field Density Testing
Mix Design:
-, II II, '
Lt...Jp ."
Lift: !3 /i"3E
Rice:
/53,C;
Location
Comments
I
\ z I
I ~ I
\ if I
Is I
I'~ 1
11-1
I zl '
I.CJ I
110 I
II ( I
\12.- I '
1/31
11'f I
. 1'1.5 I !yo R-/N
e:~~~t,~~'St,r I,-/-/,t/H/,} qz.,1
II I /L/-f. { I /<II.! 1/'11.5 I Q/,9 I
" ---rL<f2, '1 I /LJt/I 1/<J3.f I 99 ,~2 I
Ii Ij'-/~N2.q.1 '17,''1 I
".11 [('-to,_? [/1/',7- U+I, 1 I q/,I-- I
E'A5r'l vv.c5-r -:-r' -- I I' 'I q , I
PI\Rk"Nq 1..01 I /42!::..J /'/35 11/2,", /2,'1
tUL:- O["<)4~ ltlS's I /<141 I /i.!-5,{) \9,-/,2.- '\
,CLtL-6t:-5AL- ',N2,3J /<f/,rl/L/2,f) 192,''5 I
NORTI/- SOlAt'l-I T-;-: -5 II I ' I
, . ,PAl2lC'N"'lLor I 1..J3, N/S I'-iZ, 1- 02 ;7- ,
II 11'12.2-1 N.r1-I1'-12;')' L '12,~' r
1\ ~/t//./1/12 ,? IN! 'II 9212- I
" ~L/2,?\ I'Iz.! -1/1/2. ~ \92~, 5 \ .
I' i"f'l?9 J If3.)'I /c,q, 7 ~.V I
'I 1/1f2~[yj. 311 tt1-,-:( 142".1 .1
5p?~~,,,,~Lo.{ INZ,1- TI't'1,f111'1?) I Q3,/ I
'-J ,'AverageGOmpaction:1 QZ,r I
I
I
J
J
I
I
I
I
I
I
\
\
j
I
.
Remarks:
Notified: LEE - E0([, C
I
Technician: :
{!; /0
Z/
Date: 9/3/0'1
Time: 1M
Rev. 07103
Ma~~1,FORMS\AC Field Deosity
.~.
'3
Lane County Materials Testing Lab
Lane County Department of Public Works
3040 N. Delta,Hwv, EUQene, OR 97408 Ph. (541) 682-6945
CONTRACTOR EGGE
HMAC,Supplier' EGGE 1/2" HMAC
Sample #: 09-017-S
/
Project #: 0461
TIME 9:30 BY CMY Material Source EGGE
Sublot Number 2 TICKET NO, ' QUANTITY 50 Ton
1 2 3 4
in. 129 Dense 0 Open . LevelO0DD Course: [!]wearing, DBase. D Leveling
AC Content bv lanition & Sieve Analvsis
. ACI & SA if / ()q =.
~ ~ Moisture 1 fs,!) ~
.J U T209
1, Wet Weight of AC Mix
2, Dry Weight ofAC Mix
3, Moisture Content [(L 1 - L2) 1 L2] x 100
4, Wet Weight of AC mix
5. Dry Weight AC mix [L4/ (100 + L3)] x 100
6. Dry Weight (After'lgnition)
7. Weight of Burned Asphalf(L5 - L6)
8. Asphalt Content (L7/ L5) x 100
9. Correction Factor [Mix Design Numb~r]
10. CorrectedAsphalt Content (L8 - L9)
SIEVE Accumulated Percent
SIZE Weight Retained
1 in 0 0.0
3/4 in 0 0.0
1/2 in 33 2.1
3/8 in 194 I 12.1
1/4 in 485.4 I 30.3 I
#4 696.9 '. I 43.5 I
#8 1030,7 I 64.4 I
#16 1233,5 I 77.0 I
#30 1 338.2 I 83.6 . I
#200 1489 I 93.0 I
PAN 1598.7 99.8 I
Date Tested 8/4/2009 Notified:
Time: am Date:
By: NT Time:
. 2032.4 . Pan
2031.6 - Pan
999.3 =
999.3=
1033,1.
1032.3
0.08 %
1720,3
1719.0
1601.3
117.7 .
.6.85 %
0.33 %
6.52 %
,
- ..
Gl c:
Gl 0
:;; .-
-
o ~
Ztj:
en "u
Gl Gl
o Q.
CUI
X
=
7596.3 - Pan
5876.0, =
=
7477.3 - Pan
5876.0'=
=
=
. EGGE-L2 1/2 DV-09
=
Percent
Passing
100.0
100.0
97.9
87.9
69.7 I I
56.5 I, I
35.6 I I
23,0 I I
16.4 II
7.01 I cO.50 I
0.16 -I I
,Asphalt Content (%) =1
Correction
Factor.
Corrected
% Passing
Gradation Tolerance
Min. Max.
100
100
98
88
70
56
36
23
16-
6.5
99
95
90
100
100
100
54 64
33 41
13 21
5.1 9.1
5.60 6,60
6,52
Remarks:
I
A Wei9ht of Pycnometer and Lid (gr)
B Wei9ht of Pycnometer, Lid & Sample (gr)
C Weight of Pycnometer, Lid, Sample & Water (gr)
Theoretical Maximum Densitv of Bituminous Mixtures (AASHTO T209A / ODOT Modified)
. 0 .
2968.5 0 Temperature 77,0 F (ODOT Requires 77 F +-1,8 F)
,4572.2' . E Weight Pycnometer + Water@77F 7374,9
. 8329.8 '
T209Maximum Density
=1 2.472 Ix 62.4 = I 154.3 IpCF' '
- Spec, Grav.
..
3 (f!/
lu..r
~m 2iii__
'..r -5'-5''''-"'''.
, ......,~
Lane County Materials Testing Lab
Lane County Department of Public Works
3040 N. Delta Hwv, Euoene, OR 97408 Ph. (541) 682-6945
CONTRACTOR EGGE
HMAC Supplier EGGE 1/2" HMAC
Material Source EGGE
Silmple #:09-015-S
Project #: 0461
I
PROJECT: Lively Park
LOCATION: Cul-De-Sac
SAMPLED: DATE: '8/3/09
Lot Number 1
TIME 9:30 '
BY CMY
TICKET NO,
1 234
LevelO 0 0 0
Course:,Owearing, . 0Base.
Sublot Number 1
QUANTITY
HMAC Type: Size 1/2
in. ~De!lSe DOpen
129
Ton
D Leveling
AC Content bv lanition & Sieve Analvsis
~ ACI & SAP 16~ """--
~ ~ Moisture 6.C =-
...JU T209 ~
1. Wet Weight of AC Mix 2816.8.- Pan 1571,9"=
2. Dry Weight of AC Mix 2816.2 - Pan 1571,9=
3. Moisture Content [(L 1 - L2) / L2] x 100 =
4. Wet Weight of AC mix 7648.2 . Pan 5959.3 =
5. Dry Weight ACmix[L4/ (100 + L3)]x 100 =
6, Dry Weight (Aiter Ignition) 7538.3 - Pan 5959.3:; =
7. Weight ()f Burned Asphalt (L5 - L6) =
8. Asphalt Content (L7 / L5) x 100 ' " =
9, Correction Factor _[Mix Design Number] EGGE-L2 1/2 DV-09 ,-
10. Corrected Asphait,Content (L8: L9) =
SIEVE Accumulated Percent Percent Correction Corrected
SIZE Weight Retained Passing Factor % Passing
1 in 0 0.0 100.0 100
3/4 in . '0 0.0 100,0 100
1/2 in 184.9 11.7 88.3 - 88
3/8 in - 291,6 18.5 81,5 82
1/4 in 511.9 32,4 67,6 68
#4 689,4 43.7 56.3 56
#8 1020.2 64.6 35,4 35
#16 1215,8 77.0 23,0 23
#30 1315,1 ' 83.3 16,7 17
#200 1464,5 92,7 7.25 -0.50 6.8
PAN 1574,6 .99.7.. 0.28 I I
Date Tested 813/2009 Notified: ,Asphalt Content ('Yo) =1 6.13
Remarks:'
Time: am Date:
By: NT Time:
1244.9
1244.3
0.05 %
1688. 9
1688,1
1579
109.1
6.46 %
0.33 %
6.13 %
'Z ~
.. 0
:;; .-
~
o B
Zo;=:
U) 'u
.. ..
o c.
CCIl
X
Gradation Tolerance
,Min. Max.
99
95
90
100
100
100
x
54 64
33 41
13 21
5,1 9,1 I
I
5.60 6.60 I
,2968,5
4719,3
8415.6
o Temperature 77.0 OF (ODOT Requires 77 F +,1.8 F)
E Weight Pycnometer. Water@ 77F 7374.9
A Wei9ht of Pycnometer and Lid (gr)
B Wei9ht of Pycn~meter. Lid & Sample (gr) .
C Weight of Pycnometer, Lid, Sample & Water (gl)
B . .-" ,4719.3. " -A:,', ,,:2968,5
B 4719:3 - A 2968.h""} E }374.9 - C
., T209'Maximum Density
8415,6 =1 2.466/x 62,4 =1' 153.9 !PCF
- Spec. Grav,
~ (f:/