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(1)

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 covers

the measurement

of

the resistance to plastic

flow of

c_ylinclrical specirrrcns rri.

bituminous

pavingmi)(ture

loade«l ,rn

th"

lur",.tsurlace

by.,-,,,"n.r

olttre

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 dianreter

by

16.2mrn

(3

in

)

in

ñeígfrt' 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.'D

Compaclion Mold Assembled

with Colar and Baso ptat6

Steel-Cadmium plated Compaclion Mold Base Plate

T

_\(

a-L--

4.oos.

rs-2d

T

245-1

AASHTO

(2)

a. '!'

a?-Table 1-a?-Table

of

Equivalents for Figures

t

and 3

Metric

Equiva-lents, mm U.S. Customary Units, in.

Metric

Equiva-lents, mm U.S. Customary Units, in.

Metric

Equiva-lents, mnl U.S. Customary

Units.

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 14.3

rt

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 i93

l

(;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'.b

l'/,

l't,

I tl, lt/,

l't,

) rl, mm {lnttS. ll.t 104.8 J ". ¿.¿.. Éfammer WeÍgñt 10 lb,4536 g

Fig'ure

2-Compaction

Hammer 2.3.

+

&

Spring Guide

@

m

Sloevo

.@

mm)

r

ñ

I Foot

'Ir

3 (98.4

-L

{@)-

-r

N

Handlo

speci'nten and 12'7 mm

Extractor'

1ll2

in')

steel,

thick

in

r,'""^t.oating,tri'.nn',no.,.d

the form

of

a

disk with

a «liameter not lcss than

lü) ¡"¡

(

r

{)j

,r

s¡recimen from thc s¡rccinrcn ,)rriLj

r,,ri

the usc

o[the

mord

cottu.

A

sr.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,en

compaction

Hammer--Thecompaction hammer (Figure 2)

sha,

havc a frar,

circular

ra.rilli*{lg i.r

and a 4536

t

9 g

(lo

t

0.'02

lb)siidi"g

;;üil;

i;n"lujing

;r"i,

n"g",

guard

ii

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 ñ

r

c

o E c ñ

r

TS.2d

T 245-2

'\.1 :"

(3)

1--r

2.4.

2.5.

2.6.

Note

1-The

comDaoirrn

h"-*--

_

Figure

z.

--"'¡'action

hammer may be equippcd

with

a fingerr sa[cty

guar<j as shown

,r

Note

2-Jnstead of

a hand_operarcd

h¡mmcr

2'4,

and 2.5' a

mechani.rily

op;;;;; ffi;'Ji

1'i..',t:ut'ot:rl

equipmcn.t describert in sections

r

.r

results comparable

with

,il

h.';;;#il;::fr?.be

uscd

provitlcd

¡t

i,r.

t,"",,

..r'i'h;::i';,,

F,,,

compaction

PetlesÍal*T're

compaction pedestarsha, consist

of

a

203.2

by

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,rowcr

clrindricar

segrncnrs

or

resr hcrds

nav¡ng an inside radius

of

curvr,rr"

"i.ioi

"i;, f,

in.)

act:rrraiclv

mrc

sb¡rr

l,*

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

appreciatrc

biiaing

",

r".r"

,,rii;i

;;H:::I':',:i,l]'".,

rhc 1rv1,

,.g'n",i,.',,,g..,i,.,

Tl.

rs-2d

T 245_3

AASHTO

(4)

o-ÑL

(J

r.-I'O oc{ or

rli

ñ>

o(D

o

g

o

o

E

.%

¡*

gl/

l

lx

ft.r

-il

tt

o C o

:E

IE

do)

Fa ^a

§

]

0) o a @ ,E

Í

o (§ ¿ D(o o I E (L

JL_

tgtr'

}(

+E

§ n,**

E ñ ID ú. o o U? o

@

L

o

)

o

J ! tú

o

I

a

o

F

:l

q

LL o o

o)

\-./

c

áar

ñ:J d) *

§i

:f!

uJl

-,u ¡:l

c0

cn L '- LL

T

l"

I

I

I

t@ 'o

6

LI

€l

!N Cq

'a)

bE

É3

o

(u

o

o-)

13 (g o) :E

o

o

F

t=-.r,

_____{ .Ytt o 6

Ee

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

§

I

li

F-"e

AI

v---i

t;

ñi

I \ r

AASH

IO

-I

245-4

TS-2d

(5)

A+-l

Front

T-

I I I J I I

v

.9o I x

I

o

E @ ú, @

I

N I I I I

l_

2.7.

toadíng

Íack-The

toading

jack

(Figure 4) shall consist

of

a screrv

jack

nrountc<J rn a testing

Lrame

and shall produce a

uniform veñical

movement

of

50.8 mrn

(i

in.)/min. An

electric moror

-ñay

be attached to

rhe 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.anicat

or

hy<i.rauti: testing machrne m..ry tv: ,sse<l provided the rate

of

movement can be maintaine«l at 50.8 mnr (2 in.)/nrin

while

the lr.>aci rs appliccl

Ring

Dvnamonrcter

Asse¡ná/y-One-ring

dynamometl.

lfigure

4)

of

722KN (5ü)0

)bl)

cirp:rcrr.,

and

sensitivity

of 44.5

N

(l0lbfl

up to 4.45

KN

(l000lbf)

and

1l

l.2N

(25

lbl)

benvcen.l.J-5 uncl

22.2

KN

(1O(D anü

5tC0

lb|

st¡all be equipped

with

a ¡nicrometer rli:ü.'The nricronrcrcr dral

sir¡ll

*be

gradualed in 0.0025 mm (0.0001

in.).

Upper and

lower ring

dynamometer arrachmenls arc

Tfrequired

ftrr fastening the

ring dynamometéito

ttre testing frame arx] transrnitring

the loirtl ro rhc

breaking head.

Note ¿l-lnstead of

the ring dynamonreter assembly,.any suitablc loa<l-measuring clcvice rna1. l-,c

used provided the capacity and sensitivity rneet.the above requircmcnts.

Flowmeter-Tlle

flowmeter shall consist

of

a guide steeve and a gage. Tl¡e acrivating prn

ol

rlrc

gage shall slide inside the guide sleeve

with

a slight amount

of fiictional risisranie.

T'hc guiilc

t'leevc shal\ slide

{rcely

syer tt}e guide

rrxl

of thc breaking

hcrd.'[he

t]o'wmcrer BaBe

sh¡\\

be adjusted to zero when ¡rlaced in positit"rn on the breaking hcad whcn eaclr

indiviclu¡l

tcst spccirrtrr

is insertcd between the breaking hcad segments. Graduations

of'the

f'lr>wmeter

grgc

shell be in

0.25-mm (0.0 l -in.) divisions.

Note

S--lnstead of

the fl<:wmeter, a micrometer dial or stres§-strain recorder frra(luilred in ().1.5

mm (0.01

in.)

may be used to measure

flow.

---l

Jack Head

--I

Not Over 3.990; t-!

:-.

t="

t 2.8

TS.2d

T

245-5

AASHIO

(6)

2.10.

2.11 .

2.12.

2.13.

2.14.

2.15.

2.15.1

2.15.2

2.15.3.

2.'15.4

2.15.5.

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,,,,s

motding remperarures..rr

¡s,ecommJni"ü',¡,,

,h;il;;;;;t,ffi:HJ.|[J:][[lil:iffi1:.

as

to

maintain thc

rquiyd,..p.."irr" üthin2

g,Cffi.:ñil.

shields.

baffle

plares,

or

sa¡rti

baths shaa be used on the

surfal"r.ii.'rr",

prrt.r,o

rniíir]ir".i*.,,r.«1

ovcrhearing

llearing Device*A.small

hot plate with

continuou.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! under

tb.

,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

can

b"

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 flurthcr

provrd-e,.i

lT:TI#l'J

JI

;:ii'"'J;:I

;=

;

;;

;;;;;;;

ffi

;' ;", 1'

i"'ll

*,

o

f

s u f f , c i c n,

.,

n.

Ji,,

.

.,,

watter

Barh=-*The waler bath shall

bc at least 152.4 mm (6

in.)

deep ancl shail be thermostatica[y controtted so as ro mainrain

tr,"

¡att

"iLó=

,.c

Croó

*

r"r1.j,;;.[:

l.C (t0o-t2.F)..!lre

r¡nk

shall have a perforated

r'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 borrom

of

rhe barh.

iíff:h:i:,il^li*fi:XTl'ii'"BiiiT'ffi

sh¡rr bc (hcrm.sraric¿rrrv

c,,.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

Heating

Aggregates-

flat-bottom metar pans or other

suitab.e con(aine¡s.

'rr

::#;:::*;trx:#Bituntittous

Mareriat-

-either

gilt-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, and

bitumin,us

nrixturcs.

Ito:*

t,lss'

diar rype, or

aigltul

tt

e,n,i*-",".,

wirh metal stems ar

trom e e ro 204"C (50 to

a,o?j.

*i,r,.""r1il,tr;¡2.;.;¿ (5;üT,;ffi:ff.,mmended

A

rangc

Il:H:,I:HljI,}H:f¿#::1il:1sitivc

ro 0

2"c (04"F)

rvirh a rangc

surncicnr

r.

[]¡116a¡¿-/-kg

':aprcity,

sensitive to 0.

t

g,

f.r

weighing morcred specilncns.

Balant:e-S-kg

capaciry. sen-cjrjve

ra 1.0 g,

for

batchingmix(r¡res.

Gfuv¿s-for

handling hot equipment.

Rubber

Gloves*for

removing

specimens

from

water bath.

Marking Crayons*f<.r identifying

spccimcns.

rs-2d

T

245-6

(7)

2.1 5.1 1 .

2.15.12.

Scoop*flat

k¡tto¡n,

for batching aggregatcs.

spoon*large,

for

pracing the mixture

in

rhe specimen molcrs

3.

3.1

TEST

SPECIMENS

{;.'k:{lf::rilnens-Prcpa¡e

at lea.sl three specimens for each

cornb¡nariorrcf

aggrcg.rcs ;rnci

Prep<r«cwa

o{

A'g,zr1za,tas-Dry

aggregares ro cr¡nstant üurs¡i

at t05

to

I

ltrc

(.221 to

23ffF)

ancl

#3i::t;j}eassresates

uv

a'v-sievirig

iíto

the

a"si,.¿rir"

ir.ii,.i,

'

rhe

rouowing

rJJrrr.,iun,

I

25.0

to

19.0 mm

(t

to

1r in.)

r

19.0 to 9.5 mm 13/a to 3/s

in.¡

r

9.5 mm to 4.75 mm (l/s

in.

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 u

vi.scosity

of

170 + 20 cSt shall

be thc miring'remperaturc.

'rhe

temperature

to which asphalt cemcnt nrust be heated to

prociuce a

vi.scosir),oi2ti0

*

.r0 r:.\r

shall bc rhe compac(ing temperature.

From a composition chart flor the asphalt

cutback used, determine

lrom

irs

visc.sity

ar 60"(]

$4rD

the ¡rercentage

of

solventbi;.;;.;ro

rJetermine fro¡n

the charr the

visc.siry

ar ócnc

(14trD

of

üe

asphalt cutback after

it

ili;;50

perccnt

.f

irs.sofvenr.

Thc

rempcrarurc dete¡m)»ed fuom the vjscosily

reaperaile .i,urt to-*r,l"h

the

isphalt

cutback must be heate<J

tcr

r:T:T"il:fi::ffi::"tio

"si

afte*

r;;;;ó;;;Jil,iilil,,8i;;".i;;;'

.".,1,,,

,..,,

,

'The

temperature

to

which

tar must be heated to pr<>cluce Engler specific viscositics

o12.5

*

-l ;rnrl 4O + 5.sfráfl be, respecrrvuly, tfie

mixing

urJ*rnprr,,

ng

temqrature.

P re¡rr rot ir>n of M r_rrrt re s..

jnitial

hatch shall bc

míxcd

for

thepurpose

of "buttering,'the mixturc

b.wl

and

srirrcrs

.r.rrr

batch shail be cmptie<J arter

mixing

a;í;;;;",

of

the

boír

_;J

;;i;;r.

shan be crcanccr t¡r.

mlxturc

residuc by scraping

with

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 madc

in

rhe

bindcr

t¡r ;rr rhe

c.d

.r

¡

rLrn

lveiglr

innr separaru pans fcrr

eacft resf .spccimen ¿lie arnour¡¿

of

eac,h size fracti<-¡n re<¡uired to

ffiduce

a barch that

wilrresurt

in

r.";;;;;specimen

63.5

* Irt;*,

(2.5 + 0 0-5

in.)

in

heighr

(ábout

l2ü)

8)'

Mix

the aggregafc

incach

p.n

und place the

p;..;

o hor

prrt.

or

i,-, rhe ov,en an<J

heat 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 asplralr

mixcs'

Hea(' fr: rfic

estaílist¡e,J'Á¡*¡ri'i"^peruture,ju.sr

sufficicnr

bi¿uminotr.s r¡ia1c¡.ir/ ¡()r

the 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 ¡moturt

of

birumin.us nr¡rcri;ri

intr.r

3.2. 3.3.

3.3.1.

1aa

3.3.3.

3.3.4,

3.4.

3.4.1-3.4.2

TS.2d

T

24s-7

AASHTL\

(8)

3.4.3.

"rr

the

mixture'

For mixes prepared with cutback

asphalt, infrocluce thc

mixing

blarle

in

thc

mixi.g

bo'wl anÓ daerm¡ne the total mass o{

tt

e

mix

components p)us

bowl

and blarie before prrxecding

with mixing. care

must.be exercised ,o

pr"u"n, lois of

ti,"'-i*

;;;g

mixing

and .subsequenr

handling' At

this

point.

the temperarure

li-,tl

oggr.gote an«l

bituminlus

material shall bc wirhin

the

limits

of

the

mixing

temPerature established in

siction

3.3.

Mi^

;;"

aggregare an¿ biruminous material

rapidly

untir thoroughly coated.

To

mainrain proper

mixing

remperarure, one

of

thc

merhods described rn

Sectioi

Z. t

t

may U"

"r"¿.

Fol'\ox'iag mixing'

c'ure aspftalr cu¿bac-,k rnix¿u,-cs in a ren¿ila¿erd oven maintaine.l

at

approximatcry I l '

l"c

(2fffl

above the compactio-n

temperalre.

curing

i,

to

ur.unt¡nued

in rhe

mixing

bowr

until

the preóalculated.weighi

of

S0-percent

solvent

lossir,n,rr"

i*

i..n

obrained.'l-he

mix

rnay

be

stirred

in a

mixing

bowt during

crting

¡o

u...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-5

rniñute'§

initidl¡'

and lcss than

l&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,mold

assembly and the face

of

the

compacti.n

harnmer and r¡e rr

th,"::Ih:r_r_,

boiring

water, on'the

tot

¡rlrt",

o,

in an ovcn, ro a

ter,pcratt¡re betw,ce n 93.

j

;r.tr 148'gPC (2oo and

t*D.

Place a

pie."

or fr'lter paper or paper'rowering cut

r.

size r n rhc br.r¡r.nr

of

the mold before the mixture is introcluccd. Place the

erlriic

b;rtch:in rhc rn.i<J, spacle rhe

mirturr

vigorousrv

with

a heated sparura or rrower

l-5

ri;¿s

;;;; il

;;;,ii:,",-

rntj

r0

ri¡nes over

r'e

interior'

Remove the

collar

and smooth the surface

of

the

mix

,J¡in o

uo*"r

ro a

slightly

r.un¿crr

shape' Temperatures

of

the mixtures immediately

prior

to cornpaction shall bc

witlri¡r

rhe linrirs t,l

thre ctnrrpartirB

temlrsr¡t\Ile

usfablishctl

irr Scction

3.j.

RepJace thc

coila¡,

then place

a

pr19c

of

iltcr

w¡,cr

lpraprer

tor,cl,»g

cu, ¿{) si¿c on tt>p

o{

thc

mixture and place the mold-assembly,on

the cámpoction pe<.tcstal in the molcl holcler. and unless

othcrwisetPYldtapply50orT5

úlows

with thecompacrion

io.r"",

wirh

a

fice

fall

rn 4.57 a

mm (

l8 in')'

Hold

the axis

of

the

compaction hammer pcrpen<licurar to tlle base of' rhc

rn.lrj

assembly during compaction' Remove

the base plate

a;d

collar,

on,l

*u"rs"

and rcas.senrblc

rrrc

moJd- App'ly

'be sa¡¡e numhe¡

of

compactio¡r bJows

to

the

lacc

of

tlte ¡cver.sed .rpccirncn. .,\frcr

compaction' remove the base plate aná place the sample

extractor on the en¿

of

tlre spccinrcn Place the assembly

with

the eitension

"tltur

rp

in

the

tesing

-".r,i"",

appry pressure ro rhe cr¡r:rr

H'Tnt

of

the load trans[er bar, and force

th!

specimen

inL

rhe extension

collar.

Lif.r

rhc

coll.r

Irom the specimen'

carefutly

hT:{"I

the specimen to a

smooth, flar surface anrJ

all.w

il

rr¡ sru¡rri

overnighr

¡,

roorD tempe¡at:urr*

Wejgh

-"rrrr",

¡¡d

¡es¡ üte spcc)rncn.

Note

6--In

gencral, specimens shall be cooled as specified

in section

3.5.2.

whc,

m.r¿

r,r¡rrj

cooLing ts desired' r'abln' fans rnay be use<L Mixtrrres

(hat rar:k su{trcien(

c,¡hesi.n

(o res,.rl(

i*

(hc

required

cylindricar

shane-3n removal fronr the,mord imrnediatery

nri.,

conrpacl¡on ma_y bc c(x)rc(i

in

the

mold in air until

sufficierit cohesion r,o,

o"u"l,rp"¿

r.,

r"ruri

iJii,.

prup",

cyiin<rricar sir.¡rc. 3.5. 3.5.1

s.5.2.

4.

4.1.

PROCEDURE

Bring

the specimens prcpared

with

asphalt ccment

or

tar.ro the spccified re mperarure b;, immersÍng

in

the rvater bath 30 to

+0 rninut"s or placing

in

rr,"

oi"n

inr

rwo

h.urs.

Mainrri.

rhc

bath or ovcn temperaru¡e at 60

+

r"C

(140

t

l.s"b

for

ih.

,rpnrr,

i.."nr

spccimens and

l7.ii

r

L'c

( Loo

t

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 :rrr

bath temperaturc at 25

t

i"c

1zi

*

1.8"F)-Thoroughly clean the

guide rods and rhe insj<je surfaccs

o[

the test heads

prior

to making thc test,'and

iu¡r¡ior"

the guide

;J;

,"

thar the uppcr test he ac1

slidesfreelYoverthem.Thetesting-h"uat"rnp*rrtureshall

be¡nain(aine<l

bcrween2l,l

rolTs.c

TS-2d

T

245-8

(9)

4.2.

(70 to-l00PF) using a water bath when required.

Remove the spccimcn

fr.nr

rhe

rv¡ter

bath.

rr'cn.

orairbath'andpfaceinthefowert"g*"nioftñeóreakingt.r..i

Flacetfieuppcrscgmcnrofrfic

breaking head on the specimen, and place the complete aisembly

in

position on rhe resring

T

machine' Place the flowmeter, where used,

in posiiion over

oneLf

tne gulae ro<ls anri adjusr rhc

flowmeter

to zcro

while

holding the.sleeve

ñrmly

against

th;;p;;;

segmenr

ol

thc breakirrg heaci

I-lold the flowmeter sleeve

firmly

against the upper segmenr

of'the

breaking heacJ rvhilc

the resr

foad is being appfied

Ayp\y

thc lc'ad to the

sPeclTt

by

rrrear\r o( the eonstant ra(e

of

$K\vcrnen{

of

the loa.d.¡rck o<

testing-machine head

of

50.8 mm (2

in.)

per minutc

until

the maximum loacl is reache<j and thc load decreases as indicated by the

dial.

Record the maximu¡n load nored on the tesling machine or

converted from the maximum

micromctcr dial

reading. Rclease the

flowmeter

sleeve or notc (hc

micromcterdial

reading' where used, the instant the n]aximum loacl begins to <.lecrcase. Nore and rcc¡:aü

tht

irdicatcd

fl,t¡w

vtlue

or equi'ralent uni\s

in

t're,,rty-tive hun<lre<iths r¡( ¡.

millimeter

(hundredths

olan

inch)

if

a micromcter

dial

is usecl to rncasurc the lLrrv.

Thc

clapscd rinrc

lor

rlru

test

lrom

removal

of

lhc test specimcn fro¡n

thc

lvatcr bath to thc

nr¡xrlrrrn

loarj

dcrt:r..inarr..

shall not exceed 30 seconds.

Note

7-For

ctlrc specimens, correct the loacl when thickness is orhcr than

ój.5

nrrn

(2rl.

in ) t.,,

rrsing thc proper

multiplying'factor

from Table 2.

{

I 1 l

l__

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 in

nrillimeters (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(¡¿¡¿.(¡cJ

whcn requircd,

Avcrage

flt¡w value'

in hundredrhs

of

an inch,

twcnty-[vc

huntlrcrlrhs

ol

¡

nril]ir¡ctcr.

¡l

rhrcr specimens. and

I'est

temperature.

T!'

TS.2d

-l!P

T

245-9

(10)

lr

tt rl

I

Table

2-stability

Corretation Rarioso

Approximate Thickness

\tolune

of

of

Canv-Specimen,

Specimen,

lation .l . tdft()Il

cm-

in.

2thto2l3

rE

2l4 to

Z2s

l,/,.

21

.O

5.0O 226 to

237

1,,\

2g.6

4.jS 138

r.250

t,tf

;;

;;;

z't

toz64

t,i,'

3!

8

3.85 265 to

276

tt/,s

li.¡

3.sj 21i

toz9g

|tt,

¡,4.g

3.33

2\üto3il

tl,

N.5

3.Oj 102 ro

jt6

|tt.,

3g.l

Z.7B I 17 ro

128

lol,,

39.j

2.S0 129 ro

-']40

l,/,

4l.l

Z.Z1

l.tl

ro

l5l

l"\/rs

42_?

2.0g .154

ro.tó7

lrt,

44-i

J.g2

,-)

168 ro

l7e

t,'ti,

;;;

t.je

V.;

:r8o (o

192

t,/,

47.6

1.6.1 :Jr¡ lo

4t)5

1"../,0

4g.2

1.5(¡ .t0ó ro

410

2

50.8

L4t 12t

to.l3t

Z'/,^

SZ.4

l.l9

.1'l

l ro.t-11

2,1,

54.0

132 ¿.14 to

45ó

zrl,o

55.6

I .25 qsl

1t,4-]O

1,t.

5T.2

t.l9

47 I lo

4gZ

Ztt,o

Sg.7

t.l¿ 48J to

495

Z'l*

60.

j

¡.09 {96 ro

508

z'

tr,:

6l

.9

I .04 5Cx) ro

522

2tlt

ó3.5

¡.(n l¿3 r/r

S3f

Zol_

65.l

S.96 5_16 lo

5¿16

Ztl,

6.7

0.93 541 ro

559

Z,tlr"

6E.l

0.89 560 ro

573

Z,t,

69.9

0.8ó 574 ro

595

2"tr"

71.4

o.g3 58ó to

598

Lrt*

71.0

o.E t 5g) ro

610

Ztrt,,

74,6

0.711

6tlro625

f

lí.z

r)?Á o.76

f

-

;

..T.*¡surcd sDbitity of a spccimo rur,ipri"Juy

o"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 given

in M

g2,

wire-cloth

sieves for Testing purposes

"r!"

T$2d

T

245-10

References

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