Stqndard Method
of
Test
for
Resistance
to
ptastic
Frow
of
B¡tuminous
Mixtups
Using Marshatl Apparatus
AASHTO
Designation:
T
Z4S_9T
(2001)
1.
SCOPE
1.1
This
method coversthe measurement
of
the resistance to plasticflow of
c_ylinclrical specirrrcns rri.
bituminous
pavingmi)(ture
loade«l ,rnth"
lur",.tsurlace
by.,-,,,"n.rolttre
t,ta¡st.a.tt apparatrrs..l.hr..ff[11:;-}[i:
ilj'#'i|;fi:,1;::'"'"t
.,*pt'utt'"'"n',
"pn.r,
.,,ii,,,ck.r,.r,
,,,r,r iigr:r,q,,,,.2.
APPARATUS
2.1 specinten
Mokr
As.sembly-Mord eyrinders 101.6 mm (4
in.)
in dianreterby
16.2mrn(3
in)
inñeígfrt' base plates,
andextension.áIlu.r
rÁolf
.nnrorr'to
trr"á.,a,r, sñ.wn
in Fr.gurc f.
.fhree-r¡mota cylindcrs arc recommended.
Compaction Mold Syrnmebícal AboutThis C
Figure
1-Compaction
tv1«;ld I 4%'o.D. 4y.. t.D.h_
4,ys_ Js;á.'D 4y.'DCompaclion Mold Assembled
with Colar and Baso ptat6
Steel-Cadmium plated Compaclion Mold Base Plate
T
_\(a-L--
4.oos.rs-2d
T
245-1AASHTO
a. '!'
a?-Table 1-a?-Table
of
Equivalents for Figurest
and 3Metric
Equiva-lents, mm U.S. Customary Units, in.Metric
Equiva-lents, mm U.S. Customary Units, in.Metric
Equiva-lents, mnl U.S. CustomaryUnits.
in. lv{et¡ic Equiva Ie n t.s, 0.l l 0.8 t.6 3.2 4.8 6.4 7.t 9.5 \2.6 t2.6'7 12.7 14.3rt
ts.s o lxLs t,tt2 l,lto tl tt2 ft t).496 0.499 t7 ll l, .i8 7 61.s 69.8 7l.0 762 82.ó 87.3 98.4 l0t.2 r0t.3.5 J».41 ¡01 .6 I 0l .73,ti
l
3'/," -,, .\ /t 1.990 3.995 4 4m5 r08.7 I(».I I 1.1 .1 tr7 -5 tzaó t28 6 130.2 t.16.0 t 52..1 t58.8 i93l
(;8-5.8 LI.:i, C ¡.r¡1,¡¡1,,,., .to,,,l J',', .! t, 5 ',,, ^ 5,.,, 5'/, )7.5 19.0 ,a a 23.8 25.4 28.6 3 r.8 34.9 38. I 4 I.3 44.4 50.8 51 .2 llt , t6 )t I t'.bl'/,
l't,
I tl, lt/,l't,
) rl, mm {lnttS. ll.t 104.8 J ". ¿.¿.. Éfammer WeÍgñt 10 lb,4536 gFig'ure
2-Compaction
Hammer 2.3.+
&
Spring Guide@
m
Sloevo.@
mm)
rñ
I Foot'Ir
3 (98.4-L
{@)-
-r
N
Handlospeci'nten and 12'7 mm
Extractor'
1ll2in')
steel,thick
inr,'""^t.oating,tri'.nn',no.,.d
the formof
adisk with
a «liameter not lcss thanlü) ¡"¡
(r
{)j
,r
s¡recimen from thc s¡rccinrcn ,)rriLj
r,,ri
the usc
o[the
mordcottu.
Asr.titabr",tit
i","q"ir.tl
tot¡ansfvr
the
\r,¡d
frorn rtrc,nr
dynamometer adapter to the extcnsic,n c<¡lra,
*hire
extracting thc specir,encompaction
Hammer--Thecompaction hammer (Figure 2)sha,
havc a frar,circular
ra.rilli*{lg i.rand a 4536
t
9 g(lo
t
0.'02lb)siidi"g
;;üil;
i;n"lujing
;r"i,
n"g",
guardii
so ccruir¡nr.ir, ,.r,:i,frecfall of 4S']2
+ 1.524 mm(lg,tloo
ir".t.,
'N
N
s
i E C*EF::=::¿re-_*
Elension Rod cl ¿ o o ñ o e o ñr
c
o E c ñr
TS.2d
T 245-2
'\.1 :"1--r
2.4.
2.5.
2.6.
Note
1-The
comDaoirrnh"-*--
_
Figure
z.
--"'¡'action
hammer may be equippcdwith
a fingerr sa[ctyguar<j as shown
,r
Note
2-Jnstead of
a hand_operarcdh¡mmcr
2'4,
and 2.5' amechani.rily
op;;;;; ffi;'Ji
1'i..',t:ut'ot:rl
equipmcn.t describert in sectionsr
.rresults comparable
with
,il
h.';;;#il;::fr?.be
uscdprovitlcd
¡ti,r.
t,"",,
..r'i'h;::i';,,
F,,,
compactionPetlesÍal*T're
compaction pedestarsha, consist
of
a
203.2by
203.2-by 4-57.2-rnrn
Jtiltiii'JfiJp"r
*;;.6ü
fiI,i,
,*
r-
úv:o¿'s-'ír"lr
.
,n* 02.
by
,2.
by
,.in
)Tir,
ris,ffi
iif
iülti,",l*'#,*':,rl:#i[:¡1x;
ru;:nt
r
be installed so
thar,¡.
p*,1p¡l#;#:T,rp
is
rever. -
rñe
p.o"triirr-r'.riiirnr,,
Specimen Motd Hotde,
;jl*mng*",.Hji¡;:,ffi:Ir,§:,ri:ii:::ji,::',l,il:::'fi[,.,Jt,11i,,,,,1,,,,,,
ur:::!':lHearl--(Figurej)
shail con.s-¡s.r
of
upper and,rowcrclrindricar
segrncnrsor
resr hcrdsnav¡ng an inside radius
of
curvr,rr"
"i.ioi
"i;, f,
in.)
act:rrraiclvmrc
sb¡rrl,*
maunted on¡
ba-ce;;,rr;;;il#i;J,í]:
],:,::":"':1,
machincci. 'r'hc rt¡rvcr."g,,.,,,
sreeves,"
i¡"',,i*,.'*ffiiffieJ];,::ff:t::,r,,gd;;;.,,r.;i';:,.
r:xr.r,rJjn¡ ,,p.,,,.,,1 ¡;,,¡,,,.witho'r
appreciatrcbiiaing
",
r".r"
,,rii;i
;;H:::I':',:i,l]'".,
rhc 1rv1,,.g'n",i,.',,,g..,i,.,
Tl.
rs-2d
T 245_3AASHTO
o-ÑL
(J
r.-I'O oc{ orrli
ñ>xó
J¡
o(D
o
g
o
o
E.%
¡*
gl/l
lx
ft.r
-il
tt
o C o:E
IEdo)
Fa ^a§
]
0) o a @ ,EÍ
o (§ ¿ D(o o I E (LJL_
tgtr'}(
+E
§ n,**
E ñ ID ú. o o U? o@
Lo
)
o
J ! túo
I
a
o
F
:lq
LL o orñ
o)\-./
c
áar
ñ:J d) *§i
:f!uJl
-,u ¡:lc0
cn L '- LLT
l"
I
II
t@ 'o6
LI€l
!N Cq'a)
bE
É3
3ñ
o
(uo
o-)
13 (g o) :Eo
o
F
t=-.r,
_____{ .Ytt o 6Ee
60 _ c\.t .C,oS
B
x.s
1T-h.-*I
.I
v
-'E'¡\§
L.x,l.x,
)
L F Cf §¡ \t-l
.%r
|*r 4
§
Ili
F-"e
AI
v---i
t;
ñi
I \ rAASH
IO
-I
245-4
TS-2d
A+-l
FrontT-
I I I J I Iv
.9o I xI
o
€
E @ ú, @I
N I I I Il_
2.7.
toadíng
Íack-The
toadingjack
(Figure 4) shall consistof
a scrervjack
nrountc<J rn a testingLrame
and shall produce auniform veñical
movementof
50.8 mrn(i
in.)/min. An
electric moror-ñay
be attached torhe lacking mechanism.
Load Beam Ring Holding Bar Dial lndicator
Proving Ring
Spring Steel
Proving Ring Adapter
HolóOown
8o[
Vertical Spacer %'(1e.0 mm)
Hold-Down Boll 'rlsrtical Spacer (101.35 mm) Dia. %'(186.1 mm) HP-1725 rpm Elect Motor Elevating Screw Output Shafl (for Hand Crank)
lnput Shaft Jack Housing
Section'A-A'
F
igure
4-C<tmpression
Tesfing}{achine
2.9.
Note 3-Lnstead
of
ttte toading iack, a mectr.anicator
hy<i.rauti: testing machrne m..ry tv: ,sse<l provided the rateof
movement can be maintaine«l at 50.8 mnr (2 in.)/nrinwhile
the lr.>aci rs applicclRing
Dvnamonrcter
Asse¡ná/y-One-ringdynamometl.
lfigure
4)of
722KN (5ü)0
)bl)
cirp:rcrr.,and
sensitivity
of 44.5N
(l0lbfl
up to 4.45KN
(l000lbf)
and1l
l.2N
(25lbl)
benvcen.l.J-5 uncl22.2
KN
(1O(D anü5tC0
lb|
st¡all be equippedwith
a ¡nicrometer rli:ü.'The nricronrcrcr dralsir¡ll
*be
gradualed in 0.0025 mm (0.0001in.).
Upper andlower ring
dynamometer arrachmenls arcTfrequired
ftrr fastening thering dynamometéito
ttre testing frame arx] transrnitringthe loirtl ro rhc
breaking head.
Note ¿l-lnstead of
the ring dynamonreter assembly,.any suitablc loa<l-measuring clcvice rna1. l-,cused provided the capacity and sensitivity rneet.the above requircmcnts.
Flowmeter-Tlle
flowmeter shall consistof
a guide steeve and a gage. Tl¡e acrivating prnol
rlrcgage shall slide inside the guide sleeve
with
a slight amountof fiictional risisranie.
T'hc guiilct'leevc shal\ slide
{rcely
syer tt}e guiderrxl
of thc breakinghcrd.'[he
t]o'wmcrer BaBesh¡\\
be adjusted to zero when ¡rlaced in positit"rn on the breaking hcad whcn eaclrindiviclu¡l
tcst spccirrtrris insertcd between the breaking hcad segments. Graduations
of'the
f'lr>wmetergrgc
shell be in0.25-mm (0.0 l -in.) divisions.
Note
S--lnstead of
the fl<:wmeter, a micrometer dial or stres§-strain recorder frra(luilred in ().1.5mm (0.01
in.)
may be used to measureflow.
---l
Jack Head--I
Not Over 3.990; t-!:-.
t="
t 2.8TS.2d
T
245-5
AASHIO
2.10.
2.11 .2.12.
2.13.
2.14.
2.15.
2.15.12.15.2
2.15.3.
2.'15.42.15.5.
2.15.6.
2.15.7.
2.15.8.
2.15.9.
2.1 5.1 0.?{f!';
!;;,"1:f.'r.üil:ffiHJ,",',".','}:T,::Jj^.r;Hror
rr.earinr aBBrcBarcs, b,rumin,,,,smotding remperarures..rr
¡s,ecommJni"ü',¡,,
,h;il;;;;;t,ffi:HJ.|[J:][[lil:iffi1:.
as
to
maintain thcrquiyd,..p.."irr" üthin2
g,Cffi.:ñil.
shields.
baffle
plares,or
sa¡rtibaths shaa be used on the
surfal"r.ii.'rr",
prrt.r,o
rniíir]ir".i*.,,r.«1
ovcrhearingllearing Device*A.small
hot plate withcontinuou.sry variabrc heating
rate, a sand bath,
infi¡rc,l
il,T,?,i,"l,li.ili;l,io,.
¿_,;*
Jr,,iiü'.",,,,0,"
r",,írpL,i"r.,li.,.,,
hea! undertb.
,nii,xing:f
¿t'ftril"ff
*-ffft,1.rj;*Lgmu:r*;l;xti"ffi
ilii:[í:.ai:r
\*Iixing
Apparatus-Mechanic¡J
mixing
is
¡ecommendqi.Any.typcof
mechanicaf mixer mav be used provided
it
canb"
mainta¡neJ-"iiñ"
r"qr,r.¿
*ir,"g
;;"í,"i.ff*"
and
wi,
produce o*.ir-coated' homogeneous
mixture
"r,tr"
rüri*á
"*or"ii,
ir.,"ri",#',.
rinre, and flurthcrprovrd-e,.i
lT:TI#l'J
JI
;:ii'"'J;:I
;=;
;;
;;;;;;;
ffi
;' ;", 1'
i"'ll
*,
of
s u f f , c i c n,.,
n.Ji,,
..,,
watter
Barh=-*The waler bath shallbc at least 152.4 mm (6
in.)
deep ancl shail be thermostatica[y controtted so as ro mainraintr,"
¡att
"iLó=
,.c
Croó*
r"r1.j,;;.[:
l.C (t0o-t2.F)..!lre
r¡nk
shall have a perforatedr'rit.u"¡,o,n
or
ü
"qripp"a
*i,r,*-r'rr.irinr-r,,ppur,ing
.specirnens 50.g rrrr.n(2
in.)
a[¡¡y6 the borromof
rhe barh.iíff:h:i:,il^li*fi:XTl'ii'"BiiiT'ffi
sh¡rr bc (hcrm.sraric¿rrrvc,,.r^,rcd
;,n,i si,:rrr
lll
isc e I I a ne o u.s Eq u i p»rcn t :container'r
for
HeatingAggregates-
flat-bottom metar pans or other
suitab.e con(aine¡s.
'rr
::#;:::*;trx:#Bituntittous
Mareriat-
-eithergilt-type
rins, beakers,pouring pors. or
Mixütg
roo{*--eithcr
a steel trower{garden type) or spatü.Ia, fclr spariing, and hancr rnixing.
'T'herntome
ters*for
de'lerm)ning temwÍa¿urcs<t[
aggregates, óifumen, andbitumin,us
nrixturcs.Ito:*
t,lss'
diar rype, oraigltul
tte,n,i*-",".,
wirh metal stems artrom e e ro 204"C (50 to
a,o?j.
*i,r,.""r1il,tr;¡2.;.;¿ (5;üT,;ffi:ff.,mmended
A
rangcIl:H:,I:HljI,}H:f¿#::1il:1sitivc
ro 02"c (04"F)
rvirh a rangcsurncicnr
r.
[]¡116a¡¿-/-kg
':aprcity,
sensitive to 0.t
g,f.r
weighing morcred specilncns.Balant:e-S-kg
capaciry. sen-cjrjvera 1.0 g,
for
batchingmix(r¡res.Gfuv¿s-for
handling hot equipment.Rubber
Gloves*for
removingspecimens
from
water bath.Marking Crayons*f<.r identifying
spccimcns.rs-2d
T
245-6
2.1 5.1 1 .
2.15.12.
Scoop*flat
k¡tto¡n,
for batching aggregatcs.spoon*large,
for
pracing the mixturein
rhe specimen molcrs3.
3.1
TEST
SPECIMENS
{;.'k:{lf::rilnens-Prcpa¡e
at lea.sl three specimens for eachcornb¡nariorrcf
aggrcg.rcs ;rnciPrep<r«cwa
o{
A'g,zr1za,tas-Dryaggregares ro cr¡nstant üurs¡i
at t05
to
I
ltrc
(.221 to23ffF)
ancl
#3i::t;j}eassresates
uva'v-sievirig
iíto
thea"si,.¿rir"
ir.ii,.i,
'
rhe
rouowing
rJJrrr.,iun,
I
25.0to
19.0 mm(t
to1r in.)
r
19.0 to 9.5 mm 13/a to 3/sin.¡
r
9.5 mm to 4.75 mm (l/sin.
to No. 4)a
4.'15 mm ro 2.36 mm (No. 4 to No, g)¡
Passing 2.36 mm(No.
g)
.Detennination of
Mixing
and Compactittg .I.e¡nperotures:
The ternperatures to wñrch tñe a'spfraft cement antf asplraft curb¿rck rnus( bc ñcarecl
r.
¡rr.r/rruc uvi.scosity
of
170 + 20 cSt shallbe thc miring'remperaturc.
'rhe
temperatureto which asphalt cemcnt nrust be heated to
prociuce a
vi.scosir),oi2ti0
*
.r0 r:.\rshall bc rhe compac(ing temperature.
From a composition chart flor the asphalt
cutback used, determine
lrom
irsvisc.sity
ar 60"(]$4rD
the ¡rercentageof
solventbi;.;;.;ro
rJetermine fro¡nthe charr the
visc.siry
ar ócnc(14trD
of
üe
asphalt cutback afterit
ili;;50
perccnt
.f
irs.sofvenr.Thc
rempcrarurc dete¡m)»ed fuom the vjscosilyreaperaile .i,urt to-*r,l"h
the
isphalt
cutback must be heate<Jtcr
r:T:T"il:fi::ffi::"tio
"si
afte*
r;;;;ó;;;Jil,iilil,,8i;;".i;;;'
.".,1,,,
,..,,
,'The
temperatureto
whichtar must be heated to pr<>cluce Engler specific viscositics
o12.5
*
-l ;rnrl 4O + 5.sfráfl be, respecrrvuly, tfiemixing
urJ*rnprr,,
ng
temqrature.
P re¡rr rot ir>n of M r_rrrt re s..
A¡
jnitial
hatch shall bcmíxcd
for
thepurposeof "buttering,'the mixturc
b.wl
andsrirrcrs
.r.rrrbatch shail be cmptie<J arter
mixing
a;í;;;;",
of
theboír
_;J
;;i;;r.
shan be crcanccr t¡r.mlxturc
residuc by scrapingwith
ismall
l¡*tcr
spatula but shall
n.r
be wipecl wirh clt.rrh.r
wasl¡ed clean wtth
'solvént,-except
*h";;
.h;;geis
Io bo madcin
rhebindcr
t¡r ;rr rhe
c.d
.r
¡
rLrnlveiglr
innr separaru pans fcrreacft resf .spccimen ¿lie arnour¡¿
of
eac,h size fracti<-¡n re<¡uired toffiduce
a barch thatwilrresurt
inr.";;;;;specimen
63.5* Irt;*,
(2.5 + 0 0-5in.)
inheighr
(ábout
l2ü)
8)'
Mix
the aggregafcincach
p.n
und place thep;..;
o horprrt.
or
i,-, rhe ov,en an<Jheat to a temperature no-r exceédin8 the
mi;in;
temperature
istablishett in section
3.3 by morc than approximarery
2g"c
(srel
roi
asprrrii'..il*,
and rar mixcs ar
l4"c
(25"F-) ror curir¡ck asplralrmixcs'
Hea(' fr: rficestaílist¡e,J'Á¡*¡ri'i"^peruture,ju.sr
sufficicnr
bi¿uminotr.s r¡ia1c¡.ir/ ¡()rthe batch
in
a separate container' charge tr.,.i,i^irrg
bowr
with
t¡" i.or.a
aggregare.F.rm
¿r r:ralcr
in the dry-blended aggregate and weigñ
tn"
pr"heutea requirecl ¡moturtof
birumin.us nr¡rcri;ri
intr.r3.2. 3.3.
3.3.1.
1aa3.3.3.
3.3.4,
3.4.
3.4.1-3.4.2
TS.2d
T24s-7
AASHTL\
3.4.3.
"rr
the
mixture'
For mixes prepared with cutbackasphalt, infrocluce thc
mixing
blarlein
thcmixi.g
bo'wl anÓ daerm¡ne the total mass o{
tt
emix
components p)usbowl
and blarie before prrxecdingwith mixing. care
must.be exercised ,opr"u"n, lois of
ti,"'-i*
;;;g
mixing
and .subsequenr
handling' At
thispoint.
the temperarureli-,tl
oggr.gote an«lbituminlus
material shall bc wirhin
the
limits
of
themixing
temPerature established insiction
3.3.
Mi^
;;"
aggregare an¿ biruminous materialrapidly
untir thoroughly coated.To
mainrain proper
mixing
remperarure, oneof
thcmerhods described rn
Sectioi
Z. tt
may U""r"¿.
Fol'\ox'iag mixing'
c'ure aspftalr cu¿bac-,k rnix¿u,-cs in a ren¿ila¿erd oven maintaine.lat
approximatcry I l 'l"c
(2fffl
above the compactio-ntemperalre.
curing
i,
tour.unt¡nued
in rhemixing
bowruntil
the preóalculated.weighiof
S0-percentsolvent
lossir,n,rr"
i*
i..n
obrained.'l-hemix
rnaybe
stirred
in amixing
bowt duringcrting
¡ou...lerate
the sorvent loss. FIowever, care shorlcr be
exercised ro prevent loss
of
the.llx,
w"ie¡, ,h"
;i;;;;;;;;
in.rr....rir.
intcrvars.r
r-5rniñute'§
initidl¡'
and lcss thanl&rninur.inl*.oolr
r.,r,t*i";gli.i¿'i¡.
,,,¡^ ar -ro-¡rcrcenr s(''r/v,er¡(
loss is approached.
C om po c t io n of S p ec im ens:
rT'
Thoroughly
clean thc specimen,moldassembly and the face
of
thecompacti.n
harnmer and r¡e rrth,"::Ih:r_r_,
boiring
water, on'thetot
¡rlrt",
o,
in an ovcn, ro ater,pcratt¡re betw,ce n 93.
j
;r.tr 148'gPC (2oo andt*D.
Place apie."
or fr'lter paper or paper'rowering cutr.
size r n rhc br.r¡r.nr
of
the mold before the mixture is introcluccd. Place theerlriic
b;rtch:in rhc rn.i<J, spacle rhemirturr
vigorousrvwith
a heated sparura or rrowerl-5
ri;¿s
;;;; il
;;;,ii:,",-
rntj
r0
ri¡nes overr'e
interior'
Remove thecollar
and smooth the surfaceof
themix
,J¡in ouo*"r
ro a
slightly
r.un¿crrshape' Temperatures
of
the mixtures immediatelyprior
to cornpaction shall bc
witlri¡r
rhe linrirs t,lthre ctnrrpartirB
temlrsr¡t\Ile
usfablishctlirr Scction
3.j.
RepJace thc
coila¡,
then placea
pr19cof
iltcr
w¡,cr
lpraprer
tor,cl,»g
cu, ¿{) si¿c on tt>po{
thcmixture and place the mold-assembly,on
the cámpoction pe<.tcstal in the molcl holcler. and unless
othcrwisetPYldtapply50orT5
úlowswith thecompacrion
io.r"",
wirh
afice
fall
rn 4.57 amm (
l8 in')'
Hold
the axisof
thecompaction hammer pcrpen<licurar to tlle base of' rhc
rn.lrj
assembly during compaction' Removethe base plate
a;d
collar,
on,l*u"rs"
and rcas.senrblcrrrc
moJd- App'ly
'be sa¡¡e numhe¡
of
compactio¡r bJowsto
thelacc
of
tlte ¡cver.sed .rpccirncn. .,\frcrcompaction' remove the base plate aná place the sample
extractor on the en¿
of
tlre spccinrcn Place the assemblywith
the eitension"tltur
rp
in
thetesing
-".r,i"",
appry pressure ro rhe cr¡r:rrH'Tnt
of
the load trans[er bar, and forceth!
specimeninL
rhe extensioncollar.
Lif.rrhc
coll.r
Irom the specimen'carefutly
hT:{"I
the specimen to asmooth, flar surface anrJ
all.w
il
rr¡ sru¡rriovernighr
¡,
roorD tempe¡at:urr*Wejgh
-"rrrr",
¡¡d
¡es¡ üte spcc)rncn.Note
6--In
gencral, specimens shall be cooled as specifiedin section
3.5.2.whc,
m.r¿
r,r¡rrjcooLing ts desired' r'abln' fans rnay be use<L Mixtrrres
(hat rar:k su{trcien(
c,¡hesi.n
(o res,.rl(i*
(hcrequired
cylindricar
shane-3n removal fronr the,mord imrnediaterynri.,
conrpacl¡on ma_y bc c(x)rc(iin
themold in air until
sufficierit cohesion r,o,o"u"l,rp"¿
r.,r"ruri
iJii,.
prup",
cyiin<rricar sir.¡rc. 3.5. 3.5.1s.5.2.
4.
4.1.PROCEDURE
Bring
the specimens prcparedwith
asphalt ccment
or
tar.ro the spccified re mperarure b;, immersÍngin
the rvater bath 30 to+0 rninut"s or placing
in
rr,"oi"n
inr
rwoh.urs.
Mainrri.
rhcbath or ovcn temperaru¡e at 60
+
r"C
(140t
l.s"b
forih.
,rpnrr,
i.."nr
spccimens and
l7.ii
r
L'c
( Loot
t '8"F¡for
tar specimens.Bring
the speci*re.ns preprred,wirh
asphr.tt curb«c!-. ro r,trc specified temperature by placing them
inihe
air-barh rn,
o',"ni'nr.u,
ol,*u
l¡.urs
lr,rainrain lhc :rrrbath temperaturc at 25
t
i"c
1zi
*
1.8"F)-Thoroughly clean theguide rods and rhe insj<je surfaccs
o[
the test headsprior
to making thc test,'andiu¡r¡ior"
the guide
;J;
,"
thar the uppcr test he ac1slidesfreelYoverthem.Thetesting-h"uat"rnp*rrtureshall
be¡nain(aine<l
bcrween2l,l
rolTs.c
TS-2d
T
245-8
4.2.
(70 to-l00PF) using a water bath when required.
Remove the spccimcn
fr.nr
rherv¡ter
bath.rr'cn.
orairbath'andpfaceinthefowert"g*"nioftñeóreakingt.r..i
Flacetfieuppcrscgmcnrofrfic
breaking head on the specimen, and place the complete aisemblyin
position on rhe resring
T
machine' Place the flowmeter, where used,in posiiion over
oneLf
tne gulae ro<ls anri adjusr rhcflowmeter
to zcrowhile
holding the.sleeveñrmly
against
th;;p;;;
segmenrol
thc breakirrg heaciI-lold the flowmeter sleeve
firmly
against the upper segmenrof'the
breaking heacJ rvhilcthe resr
foad is being appfied
Ayp\y
thc lc'ad to thesPeclTt
by
rrrear\r o( the eonstant ra(eof
$K\vcrnen{of
the loa.d.¡rck o<testing-machine head
of
50.8 mm (2in.)
per minutcuntil
the maximum loacl is reache<j and thc load decreases as indicated by thedial.
Record the maximu¡n load nored on the tesling machine orconverted from the maximum
micromctcr dial
reading. Rclease theflowmeter
sleeve or notc (hc
micromcterdial
reading' where used, the instant the n]aximum loacl begins to <.lecrcase. Nore and rcc¡:aütht
irdicatcd
fl,t¡wvtlue
or equi'ralent uni\sin
t're,,rty-tive hun<lre<iths r¡( ¡.millimeter
(hundredthsolan
inch)if
a micromcterdial
is usecl to rncasurc the lLrrv.
Thc
clapscd rinrclor
rlrutest
lrom
removalof
lhc test specimcn fro¡nthc
lvatcr bath to thcnr¡xrlrrrn
loarjdcrt:r..inarr..
shall not exceed 30 seconds.Note
7-For
ctlrc specimens, correct the loacl when thickness is orhcr thanój.5
nrrn(2rl.
in ) t.,,rrsing thc proper
multiplying'factor
from Table 2.{
I 1 ll__
5.
5.1 . 5.'t .1 .rr
REPORT
5.1.2.
5.1.3
5.1 .4.The report shall inclucle the
f<lllowing
infr¡rrnation:Typc of
samp[e tested (faboratory sampfc or pavement corc spccínrcrr),Note
8-For
core specimens' the height of cach test specirnen innrillimeters (or
rnches)sh¡li
be reported.
Itteruge
t¡taxitt¡unr ltlad in pounds-forcc(()(
nr,wtons)<rf a¿ Jca.ct threc spc.r.rrrr('n.r. c(¡¿¡¿.(¡cJwhcn requircd,
Avcrage
flt¡w value'
in hundredrhsof
an inch,twcnty-[vc
huntlrcrlrhsol
¡
nril]ir¡ctcr.
¡l
rhrcr specimens. andI'est
temperature.T!'
TS.2d
-l!PT
245-9
lr
tt rl
I
Table
2-stability
Corretation RariosoApproximate Thickness
\tolune
of
of
Canv-Specimen,
Specimen,
lation .l . tdft()Ilcm-
in.2thto2l3
rE
2l4 toZ2s
l,/,.
21.O
5.0O 226 to237
1,,\
2g.6
4.jS 138r.250
t,tf
;;
;;;
z't
toz64
t,i,'
3!8
3.85 265 to276
tt/,s
li.¡
3.sj 21itoz9g
|tt,
¡,4.g
3.332\üto3il
tl,
N.5
3.Oj 102 rojt6
|tt.,
3g.l
Z.7B I 17 ro128
lol,,
39.j
2.S0 129 ro-']40
l,/,
4l.l
Z.Z1l.tl
rol5l
l"\/rs
42_?
2.0g .154ro.tó7
lrt,
44-i
J.g2,-)
168 rol7e
t,'ti,
;;;
t.je
V.;
:r8o (o192
t,/,
47.6
1.6.1 :Jr¡ lo4t)5
1"../,0
4g.2
1.5(¡ .t0ó ro410
2
50.8
L4t 12tto.l3t
Z'/,^
SZ.4
l.l9
.1'll ro.t-11
2,1,
54.0
132 ¿.14 to45ó
zrl,o
55.6
I .25 qsl1t,4-]O
1,t.
5T.2
t.l9
47 I lo4gZ
Ztt,o
Sg.7
t.l¿ 48J to495
Z'l*
60.j
¡.09 {96 ro508
z'tr,:
6l.9
I .04 5Cx) ro522
2tlt
ó3.5
¡.(n l¿3 r/rS3f
Zol_
65.l
S.96 5_16 lo5¿16
Ztl,
6.7
0.93 541 ro559
Z,tlr"
6E.l
0.89 560 ro573
Z,t,
69.9
0.8ó 574 ro595
2"tr"
71.4
o.g3 58ó to598
Lrt*
71.0
o.E t 5g) ro610
Ztrt,,
74,6
0.7116tlro625
f
lí.z
r)?Á o.76f
-
;
..T.*¡surcd sDbitity of a spccimo rur,ipri"Juyo"ñffiilñ*
V-, ,:'l:
.\r,.. s¡rcc,run cqut,u..á*""J""üii;l;
il;'61;*
(2rzr-i¡.) specirrrn. \ otuc--th,ctE!e rclationship is based on r spccin*n diarutcr ot 101.6 m (4rn. ).r
oetaifgcl requircments
lor
tf¡ese síeves are givenin M
g2,wire-cloth
sieves for Testing purposes"r!"