-
Cold-In-Place RecyclingCold-In-Place Recycling
-
AdvantagesCold
-In-P
lace-R
ecyc
ling:
Cost-
Effe
cti
ve &
Envi
ronm
ent-
Frie
ndly
Ro
ad
tec c
old
-in-p
lace r
ecyclin
g (C
IR) eq
uip
ment
makes it
po
ssib
le t
o r
ep
air d
am
ag
e t
o a
ro
ad
way in o
ne
sin
gle
pass, w
hile
reusin
g u
p t
o 1
00%
of
the e
xis
ting
mate
rial. S
avin
gs p
ote
ntials
are
tre
mend
ous, no
t o
nly
thro
ug
h r
e-u
se o
f m
ate
rial, b
ut
als
o b
y r
ed
ucin
g e
quip
ment
req
uirem
ents
, and
thro
ug
h t
ime s
avin
gs. C
IR
techno
log
y a
llow
s m
akin
g o
f m
ix r
ight
there
at
the jo
b s
ite. N
o h
aul tr
ucks a
re r
unnin
g b
ack a
nd
fo
rth t
o t
he
!"# $%&"$ '%(&)*+,&$-%%$*&)-+.-'&/
%*+- $0&-1& ',0&-!&2!*3(& '3&,42&5
'&4"*'&%#*&+4 3&%4&%+
165&)*+,&72-58$,9&
RX
-700
Mil
ling P
hoto
s
Advantages
Roadte
c C
old
-In-P
lace-R
ecyc
ling H
isto
ry
1
991
1
993
1997
2
001
2009
Siz
ing a
nd m
ixin
g i
n c
old
pla
ner
cutt
er
housi
ng.
Em
uls
ion s
pra
yed b
efo
re h
ousi
ng
Em
uls
ion s
pra
y ra
te b
ase
d o
n e
nte
red c
ut
wid
th,
depth
and m
easu
red s
peed.
Roadte
c R
ecy
clin
g T
rain
wit
h C
old
Pla
ner,
RT-
500,
Pave
r, S
creen,
Cru
sher,
Pugm
ill,
and c
om
pute
rize
d m
ete
ring o
f addit
ives.
CIR
is t
he F
utu
re o
f Road R
ehabilit
ati
on
:4 3%*5
!&;**'&3*)*$4"-'.&
'3&+*6'-'.&%#-!&%*5#'4$4.,&
4)*+&/ ',&,* +!& '3&411*+!&
&'2/;*+&41&*72-"/*'%&54'6.2-
ratio
ns t
o h
elp
yo
u m
eet
yo
ur
go
als
. T
he b
asic
co
ncep
t o
f
CIR
is t
o r
em
ove d
am
ag
ed
layers
, to
pro
cess t
he r
em
oved
mate
rial, a
nd
then t
o p
lace it
and
co
mp
act
it t
o m
ake t
he
new
str
uctu
re. A
new
surf
ace c
ours
e c
an t
hen b
e a
pp
lied
.
Fir
st R
oadte
c C
old
Recy
cler
wit
h a
sc
alp
ing s
creen,
crush
er,
weig
h b
ridge
and p
ugm
ill.
Seco
nd G
enera
tion R
oadte
c C
old
Recy
cler
wit
h a
sca
lpin
g s
creen,
crush
er,
weig
h
bri
dge a
nd p
ugm
ill.
Siz
ing a
nd m
ixin
g i
n c
old
pla
ner
cutt
er
housi
ng.
Em
uls
ion s
pra
yed b
efo
re h
ousi
ng
Em
uls
ion s
pra
y ra
te b
ase
d o
n e
nte
red c
ut
wid
th,
depth
and m
easu
red s
peed.
-
SavingsApplications
Sin
gle
-pit
ch
CIR
Can A
ddre
ss A
ll T
ypes o
f Pave
ment
Dis
tress in a
n E
conom
ical W
ay
If a
road
has g
ood
str
uctu
ral s
trength
, th
en C
IR c
an b
e a
n e
ffective tre
atm
ent fo
r all
typ
es o
f cra
ckin
g, ru
ts a
nd
hole
s in
the a
sp
halt la
yer. It is
not necessary
to rem
ove a
ll of th
e o
ld a
sp
halt. U
sually
the tre
atm
ent is
ap
plie
d to a
dep
th o
f 2 -
4 in
ches (5 -
10 c
m). O
nly
a thin
overlay o
r chip
seal i
s req
uired
as a
wearing c
ours
e for
most p
roje
cts
.
When is C
IR t
he B
est
Way
to G
o?
If t
here
s n
o d
am
ag
e t
o t
he b
ase, yo
u c
an c
onsid
er
CIR
. A
ll
%,"*!&41&!2+1 5*&5+ 58-'.& '3&3-!%+*!!&5
'&;*&6<*39&=+ 3*&
and
slo
pe o
f th
e p
avem
ent
can b
e im
pro
ved
If
the d
ep
th o
f
%+* %/
*'%&-!&!2165-*'%9&:-3*&72 $-%,&>-$$&
$!4&;*&-/"+4)*39&?@:&
-!&/
25#&/
4+*&*54'4/-5 $&%# '&/
-$$A '3A6$$9&B&+2$*&41&%#2/;&
is t
hat
CIR
co
sts
50%
less t
han t
he s
am
e t
hic
kness o
f ho
t
mix
and
pro
vid
es 8
0%
of
the s
treng
th.
Cost
Savi
ng F
acto
rs
CIR
vs.
Conve
nti
onal
Resurf
acin
g !"#$
%
!&
'()#*+!,-./
!0'1!2
'/%3#').
!2
'*4-1%3
!5(%)
!6*%3+7
!68/%*9%9!:#;%!-;!0-'9.
Recy
cled A
sphalt
Pave
ment
is w
ort
h w
hat
it r
epla
ces.
Old
pave
ment
rutt
ed a
nd c
rack
ed,
but
stru
ctura
lly
sound.
Wit
h o
nly
a n
ew
ove
rlay
ruts
im
pro
ve s
om
ew
hat
but
crack
s m
igra
te t
hro
ugh.
Mil
ling a
nd t
hen o
verl
ayi
ng fi
xes
rutt
ing b
ut
crack
s st
ill
com
e
thro
ugh.
CIR
and o
verl
ay
fixe
s ru
ts a
nd c
rack
s.
Fix
It F
ast.
Fix
It
Now
.C
IR c
an r
ep
air f
atig
ue (alli
gato
r) c
rackin
g, b
leed
ing
(o
f excess liq
uid
asp
halt), b
lock c
rackin
g, co
rrug
atio
n
'3&!#4)-'.0&C4-'%&+*D*5%-)*&5+
58-'.0&$4'.-%23-' $&5+ 58-'.0&"
%5#-'.0&"4$-!#*3& ..+*. %*0&"4%#4$*!0&+
)*$-'.0&
rutt
ing
, slip
pag
e c
rackin
g, str
ipp
ing
, and
tra
nsvers
e (th
erm
al) c
rackin
g. T
he r
oo
t cause o
f th
e p
avem
ent
1 -$2+*&!#42$3& $> ,!&;*&-')*!%-.
%*3&%4&+2$*&42%&; !*&1
-$2+*9&E%#*+&3*%*+/
-'-'.&1 5%4+!&-'5$23*&%#*&%+ 165&
)4$2/*& '3&%#*&$4 3!&%#*&+4 3>
,&!#42$3&!2""4+%9&?@:&5 '& '3
!&;**'&2!*3&!255*!!12$$,&4'
-.#A%+ 165A&
vo
lum
e r
oad
s b
ut
may r
eq
uire a
thic
ker
overlay.
Mil
led u
p o
ld p
ave
ment
is f
ed i
nto
the R
T-500 c
old
re
cycl
er
to b
e m
ade i
nto
new
mix
. A
ll a
ggre
gate
needed i
s pic
ked u
p f
rom
the o
ld p
ave
ment.
Som
e c
om
mon p
ave
ment
dis
tress
iss
ues.
Im
ages
court
esy
of
Wash
ingto
n D
OT.
Dam
age f
rom
fro
st a
ctio
n
Blo
ck c
rack
ing
Shovi
ng
Poth
ole
Segre
gate
d m
ix
Rutt
ing
Rave
ling
Cold
-In
-Pla
ce R
ecyc
ling M
akes t
he M
ost
Effe
cti
ve C
rack B
arr
ier
The C
IR l
aye
r act
s as
a c
rack
barr
ier.
CIR
has
rela
tive
ly h
igh a
ir v
oid
conte
nt
and
there
fore
cra
cks
don’t
tra
nsf
er
thro
ugh.
-
0%,7,)#*+!"3'#*0%,7,)#*+!"3'#*
Sin
gle
-pit
ch
The R
T-5
00
Cold
Recyc
ler:
Scre
enin
g,
Cru
shin
g,
and M
ixin
g P
lant
The R
T-500s
JC
I b
rand
do
ub
le d
eck s
cre
en r
eceiv
es t
he m
illed
up
mate
rial fr
om
the R
X-9
00 c
onveyo
r. A
ny o
vers
ized
mate
rial g
oes t
hro
ug
h a
Tels
mith 3
048 im
pact
cru
sher
and
back t
o t
he s
cre
en v
ia a
tw
o-c
onveyo
r re
turn
circuit.
F %*+- $&%# %&"
!!*!&%#*&!5+**'&3+4"!&4'%4&
&>*-.#&;*$%9&G#*&;*$%H!&*$*5%+4'-5&!5
$*0& 552+ %*&%4&IJA&KL0&54//2'-5
%*!&>-%#&%#*&;$*'3-'.&54/"2%*+0&>#-5#&-'&%2+'&
3C2!%!&%#*&D4>&41& 33-%-)*!&%#
%&.4&-'%4&%#*&M?@JNO@&F43*$&PQ&"2./-$$&
mix
er. T
his
tw
in s
haft
mix
er
has a
cap
acity o
f 500 t
ons p
er
ho
ur.
Aft
er
a t
ho
roug
h m
ixin
g in t
he p
ug
mill
the m
ate
rial is
dis
charg
ed
in a
win
dro
w o
nto
the r
oad
way o
r co
nveyed
directly into
a p
aver. T
he w
ho
le R
T-500 s
yste
m is r
un b
y e
lectr
ic m
oto
rs p
ow
ere
d b
y a
Cate
rpill
ar
C-9
genera
tor
set.
The R
X-9
00
Cold
Pla
ner
Pro
vides t
he M
ate
rial and t
he P
ow
er
The R
oad
tec 9
50 h
ors
ep
ow
er
RX
-900 c
old
pla
ner
is t
he r
ecyclin
g t
rain
s s
ole
so
urc
e o
f p
rop
uls
ion. It t
ow
s t
he R
T-500 c
old
recycle
r as w
ell
as a
ny a
dd
itiv
e t
ankers
co
nnecte
d t
he t
rain
. E
ven t
he r
ep
lenis
hin
g t
ankers
that
ho
ok t
o t
he t
rain
to
"2/"&411&%#*-+&"+4325%&
+*&"2!#*3&4+&"2$$*3&;,&%#*&"4>*+12$&:RASTT9&:*"$*'-!#-'.&%
'8*+!& +*& %% 5#*3&%4&%#*&%+
-'&C2!%&$4'.&*'42.#&%4&"2/"&411&%#*-+&"+4325%!&
'3&%#*'&.4&%4& &!% .-'.& +*
&>#*+*&%#*,&
+*&+*6$$*3&%4&+*%2+'&%4&%#*&%+ -'9
Adva
nta
ges o
f th
e R
oadte
c T
rain
Concept
As g
overn
ment
ag
encie
s a
do
pt
CIR
techno
log
y b
ecause o
f its p
roven c
ost
savin
gs, th
ey w
ill a
lso
cre
ate
CIR
!"*5-65 %-4'!&14+&+4 3&;2-$3*+!&%4&/
**%9&U
-%#&-%!&4'A;4
+3&!5+**'0&5+2!#*+0&>*-.#&;+-3.*0&
'3&54/"2%*+-V*3&
mete
ring
of ad
ditiv
es, th
e R
T-500 c
old
recycle
r g
ives c
ontr
acto
rs u
np
reced
ente
d c
ontr
ol o
f th
e c
hara
cte
ristics
41&%#*&/
43-6*3&+*5,5$*3& !"#
$%&"+4325%&%#*,&"+4325*9&G#*&:4
3%*5&+*5,5$-'.&%+ -'&-!&5 "
;$*&41&"+45*!!-'.&
PTT&%4'!&41&/ %*+-
$&"*+*+9&?4')*,4+!&
+*&42%6%%*3&>-%#&5$* %*3&;*$%!&14+&/
<-/2/&"+4325%-4'9&B&> %*+&!"+ ,&
syste
m p
revents
dust
build
up
on r
olle
rs, and
the c
onveyo
rs a
re c
overe
d fo
r safe
ty a
nd
to
pre
vent
roll-
off.
The c
onveyo
rs
+*&42%6%%*3&>-%#&
cle
ate
d b
elts f
or
maxim
um
pro
-
<3(.=%3
>,3%%*
?(+$#))!2#8%3
<(//%3!@3($
@#3%,/#-*!-;!"3'A%)
2'/%3#')!5)-1
A R
oadte
c re
cycl
ing t
rain
consi
sts
of
tanke
r tr
uck
s, a
n R
X-7
00 c
old
pla
ner,
the R
T-500 C
old
Recy
cler,
pave
rs
and c
om
pact
ion r
oll
ers
. Tr
eate
d m
ate
rial
is f
ed e
ither
dir
ect
ly i
nto
a p
ave
r or
dis
charg
ed i
nto
a w
indro
w.
B#*93-1!A%3.#-*!-;!0"CDEE!0%,7,)%3!
#.!.=-1*F!>%%!/=%!;-))-1#*+!4'+%.!
;-3!4'A%3C)-'9#*+!$
-9%).
-
0"CDEE!!&1+4/&%#*&*<%+*/*$,& 552+
%*&;*$%&!5 $*&X]KL&Z&
(lo
cate
d b
etw
een t
he s
cre
en a
nd
the p
ug
mill
mix
er)
to
the
em
uls
ion m
ete
ring
syste
m, assuring
that
the a
mo
unt
of
ad
ditiv
es is c
orr
ect
for
the a
mo
unt
of
ag
gre
gate
at
all
tim
es.
Sp
ray a
nd
retu
rn v
alv
e o
pera
tio
n is a
lso
fully
co
mp
ute
r-
co
ntr
olle
d.
Pro
ducti
on L
og f
or
Accura
te R
eport
ing
The R
T-500 c
om
pute
r w
ill lo
g a
ll p
rod
uctio
n d
ata
at
desired
inte
rvals
. T
he d
ata
then c
an b
e d
ow
nlo
ad
ed
fo
r a c
om
ple
te
his
tory
rep
ort
, w
hic
h inclu
des r
ate
s o
f all
mate
rials
used
,
date
, tim
e, d
ista
nce (o
r sta
tio
n), a
nd
sp
eed
. D
ata
can b
e
sho
wn in e
ither
Metr
ic o
r E
ng
lish u
nits.
Inte
gra
l Sys
tem
Purg
e f
or
Cle
an-O
ut
The e
muls
ion s
yste
m inclu
des s
train
ers
and
a p
ositiv
e c
lean-
42%&1* %2+*&14+&* !,&D2!#-'.9
A s
olv
ent
tank is a
ttached
to
the m
achin
e a
nd
allo
ws
easy c
lean u
p a
t th
e e
nd
of
the w
ork
day.
Em
uls
ion r
esid
ue
is r
em
oved
fro
m a
ll ho
ses a
nd
sp
ray n
ozzle
s b
y s
imp
ly
5-+52$ %-'.&%#*&5$*
'-'.&D2-3&%#+42.#&%#*&!,!%*/9
The R
T-500 C
old
Recyc
ler
wit
h p
ave
r lo
adin
g c
onve
yors
,
tandem
doll
y su
spensi
on,
and t
riple
rear
axl
e.
SO
RT:
The J
CI-
KP
I double
deck
scr
een
separa
tes
recl
aim
ed m
ate
rial
by
size
.
SIZ
E:
The h
eavy
-duty
HS
I cr
ush
er
reduce
s ove
rsiz
e m
ate
rial
to t
he p
roper
size
.
MIX
: The t
win
-shaft
pugm
ill
mix
er
hom
ogeneousl
y in
corp
ora
tes
all
mate
rial
^&:*1*+&%4&%#*&D4>&3- .+
/&4'&%#*&"+*)-42!&" .*9
The c
om
pute
r-co
ntr
oll
ed e
muls
ion s
yste
m i
nte
rface
s w
ith
an e
xtre
mely
acc
ura
te b
elt
sca
le.
The s
creen r
ece
ives
mil
led u
p m
ate
rial
from
the c
old
pla
ner
and m
ate
rial
pro
cess
ed b
y th
e c
rush
er.
Here
a d
ual
axl
e
win
dro
w m
odel
is s
how
n.
Show
n b
elo
w:
Mix
on t
he p
ave
r lo
adin
g c
onve
yor
and
roll
ers
foll
ow
ing p
ave
r.
-
0"CDEE!
-
Choic
es in H
andling T
reate
d M
ate
rial
U#*%#*+&,42H+*& 33-'.&*/2$!-4'&4+&!-/
"$,&"2$)*+-V-'.&,42H$$&
want
to s
pre
ad
the m
ate
rial in
the c
ut
to b
e c
om
pacte
d f
or
%#*&'*>&!2+1 5*9&U-%#&:4 3%*5&54$3&"$
'*+!&,42&5 '_
`
Feed
the m
ate
rial in
to a
paver
via
the s
eco
nd
ary
co
nveyo
r.
`
Tem
po
rarily
rem
ove t
he s
eco
nd
ary
co
nveyo
r and
allo
w
the p
rim
ary
conveyor
to d
ep
osit the m
ate
rial i
nto
a w
ind
row
.
`
Turn
bo
th c
onveyo
rs o
ff a
nd
ad
just
the h
eig
ht
of
the r
ear
mo
ld b
oard
, le
ttin
g m
ate
rial e
xit o
ut th
e b
ack o
f th
e c
utt
er
ho
usin
g. A
chute
can b
e insta
lled
at
the r
ear
mo
ld b
oard
to f
orm
the w
ind
row
.
Specia
l Applicati
on:
Usin
g Y
our
Cold
Pla
ner
As a
Pulv
eri
zer
[4/*&3*%*+-4+ %-'.0&$4>&%+ 165&1 +/
A%4A/
+8*%&+4 3!&/
,&
4'$,&'**3&%#*-+&%4"&$
,*+&>4+8*3&-'%4&%#*&D*<&;
!*9&a4&
bin
din
g a
gent
may b
e r
eq
uired
or
dry
ad
ditiv
es m
ay b
e u
sed
.
Yo
u c
an r
un t
he p
laner
forw
ard
(up
cutt
ing
) and
backw
ard
(do
wncutt
ing
) to
dete
rmin
e w
hic
h r
esultin
g g
rad
atio
n
is t
he m
ost
suitab
le. T
hen s
imp
ly a
dju
st
the r
ear
cutt
er
ho
usin
g d
oo
r to
sp
read
the m
ate
rial in
the c
ut.
A g
rad
er
to e
venly
dis
trib
ute
the m
ate
rial fo
llow
ed
by
a c
om
pactio
n r
olle
r is
all
that
is n
eed
ed
to
pre
pare
the s
urf
ace f
or
a layer
of
ho
t m
ix a
t a late
r tim
e. E
ven
witho
ut
the a
sp
halt s
urf
ace c
ours
e t
he r
oad
can b
e
4"*'*3&%4&%+ 1659
Specia
l Applicati
ons:
Dedic
ati
ng y
our
Machin
e t
o C
IR
If t
he c
ontr
acto
r w
ants
to
use a
Ro
ad
tec c
old
pla
ner
co
ld-i
n-p
lace w
ork
str
ictly f
or
co
ld-i
n-p
lace r
ecyclin
g
wo
rk, R
oad
tec c
an m
od
ify t
he m
achin
e into
a r
ecycle
r. T
he
em
uls
ion p
ackag
e c
ould
be insta
lled
at
the f
ront
of
the
machin
e a
nd
sup
plie
d w
itho
ut
any c
onveyo
rs.
-%#& '&*/2$!-4'&" 58 .*9&G#*!*&!-/
"$*&
++
'.*/*'%!&>4+8&>*$$&>#*'&"+*5-!*&!-V-'.&41&
..+*. %*&-!&'4%&+*72-+*3& '3&14+&+4
3!&>-%#&$-.#%*+&%+ 165&
load
s. T
he R
X-5
00, R
X-7
00, and
RX
-900 c
old
pla
ner
mo
dels
are
availa
ble
with e
muls
ion p
ackag
es.
OP
TIO
NA
L D
RU
M R
OTA
TIO
N
Dir
ect
ion
of
Trave
lSTA
ND
AR
D D
RU
M R
OTA
TIO
N
Rear-
Loadin
g D
ow
ncu
t
Fro
nt-
Loadin
g D
ow
ncu
t
Rear-
Loadin
g U
pcu
t
Ple
ase
re
fer
to t
he
Ro
ad
tec
Co
ld P
lan
er
Bro
chu
re f
or
all
th
e i
nfo
rma
tio
n o
n o
ur
lin
e o
f co
ld p
lan
ers
If t
he m
ach
ine i
s to
be u
sed a
s a r
ecy
cler
exc
lusi
vely
, th
en t
he C
IR p
ack
age c
an b
e i
nst
all
ed
at
the f
ront
of
the m
ach
ine.
In t
his
case
no c
onve
yor
is s
uppli
ed.
Exclu
siv
e B
i-D
irecti
onal Capabilit
yU-%#&%#*&;-A3-+*5%-4' $&1* %2+*0&,42&5
'&2!*& &:4 3%*5&
co
ld p
laner
as a
do
wncut
or
up
cut
pulv
erizer, w
hile
either
+* +A$4 3-'.&4+&1+4'%A$4 3-'.9&=+ 3
%-4'&41&%#*&/
%*+- $&
will
be d
iffe
rent
dep
end
ing
on w
heth
er
yo
ur
e u
pcutt
ing
or
do
wncutt
ing
. R
oad
tecs
exclu
siv
e b
i-d
irectio
nal fe
atu
re a
dd
s
vers
atilit
y t
o t
he m
achin
e a
nd
lets
yo
u u
se it
in a
pp
licatio
ns
oth
er
than s
traig
ht-
up
mill
ing
. E
very
co
ntr
acto
r w
ho
ow
ns
co
nstr
uctio
n m
achin
ery
kno
ws its im
po
rtant
to g
et
as
/ ',&"+46% ;$*
42+!& !&"4!!-;$*&42%&41&
',&.-)*'&"-*5*&41&
eq
uip
ment.
Usin
g t
he C
old
Pla
ner
wit
h a
n E
muls
ion
Package f
or
CIR
The p
rincip
al o
f th
e p
rocess is t
he s
am
e a
s w
ith a
recyclin
g
train
, b
ut
witho
ut
siz
ing
and
weig
hin
g o
f m
illed
up
mate
rial.
Mix
ing
is a
cco
mp
lished
in t
he c
utt
er
ho
usin
g o
f th
e c
old
pla
ner.
So
metim
es t
he c
ontr
acto
r w
ill c
ho
ose t
o s
pre
ad
sto
ne o
nto
the s
urf
ace t
o b
e r
ehab
ilita
ted
to
im
pro
ve t
he g
rad
atio
n o
f
the r
ecycle
d m
ix a
nd
to
pro
vid
e u
nifo
rm v
olu
me.
A b
itum
en t
anker
is a
ttached
to
the f
ront
of
the R
oad
tec c
old
pla
ner. A
push b
ar
co
nnects
the t
wo
and
the R
oad
tec c
old
pla
ner
will
be p
ushin
g t
he t
anker.
The s
up
ply
ho
se f
rom
the t
anker
att
aches t
o t
he R
oad
tec
co
ld p
laner
em
uls
ion p
ackag
e. E
muls
ion is d
raw
n f
rom
the
tanker
by t
he e
muls
ion p
ackag
es
pum
p a
nd
dis
trib
ute
d in
the c
old
pla
ner
cutt
er
ho
usin
g s
pra
y b
ar.
All
the a
ctio
n is in t
he c
utt
er
ho
usin
g w
here
the d
rum
cuts
the o
ld p
avem
ent
to t
he d
esired
dep
th a
nd
the e
muls
ion
is m
ixed
in. T
he r
ota
ting
cutt
er
dru
m s
erv
es a
s t
he m
ixin
g
mechanis
m. M
ost
co
mm
only
, cutt
ing
dep
ths w
ill b
e u
p t
o 4
inches (10 c
m).
U-%#&%#*& 3C2!% ;$*&+* +&344+&
%&%#*&:4 3%*5&52%%*+*!-'.0&
its
po
ssib
le t
o leave a
win
dro
w o
f m
ate
rial as t
he c
old
pla
ner
mo
ves a
head
. A
win
dro
w e
levato
r fo
llow
s, p
icks u
p t
he
mate
rial and
tra
nsfe
rs it
to t
he p
aver
ho
pp
er.
The o
pti
onal
CIR
pack
age I
ncl
udes
the e
muls
ion
pum
p,
ble
ndin
g c
om
pute
r, c
utt
er
housi
ng s
pra
y bar
and t
ow
ing/p
ush
ing h
ard
ware
. N
orm
all
y it
is
inst
all
ed
at
the r
ear
of
the m
ach
ine a
s sh
ow
n above
.
@#3%,/#-*!-;!"3'A%)
@#
REV
ER
SE D
RU
M R
OTA
TIO
N
Rear-
Loadin
g U
pcu
t
Win
dro
w C
IR u
sing R
oadte
c co
ld p
laner
wit
h f
ront
conve
yor
rem
ove
d.
CIR
usi
ng R
oadte
c co
ld p
laner
wit
h f
ront
(seco
ndary
) co
nve
yor
feedin
g p
ave
r.
-
0"CDEE!>4%,.0"CDEE!>4%,.
50
0 T
PH
(4
53
metr
ic t
on
s p
er
ho
ur)
Co
ld I
n P
lace R
ecy
cle T
rail
er
Sin
gle
Tra
iler
Unit -
Hig
h P
orta
bili
ty
Des
igned
to
be
pulle
d b
y R
X-9
00
mill
ing m
achin
e or
to
be
use
d in
as
a st
atio
nar
y m
ixin
g p
lant
Tow
dol
ly f
or u
se d
uri
ng o
per
atio
n
Cap
acity
= 5
00
ton
s per
hou
r (4
53
met
ric
tons
per
hou
r)
Hyd
raulic
pow
ered
landin
g g
ear
for
stat
ionar
y ap
plic
atio
ns
Ele
ctri
c S
witch
Gea
r w
ith li
ghte
d a
nd s
eale
d b
utt
ons,
cir
cuit b
reak
ers,
ove
rloa
d p
rote
ctio
n, m
aste
r st
op, a
nd in
terl
ocks
Cat
erpill
ar T
ier
III g
ener
ator
set
- C
9 o
r C
13
dep
endin
g o
n o
ption
s ch
osen
:
Option
al V
olta
ges
, Her
tz, E
mis
sion
Sta
ndar
ds,
22
5kW
to
32
0 k
W
Wid
e sp
read
axl
es f
or s
tabili
ty a
nd fl
otat
ion w
ith s
pri
ng b
rake
s
Axl
e is
rai
sed in
cen
ter
on w
indro
w u
nit t
o cl
ear
win
dro
w
Co
nve
yors
Cle
ated
bel
ts f
or m
axim
um
pro
duct
ion
Ski
rted
for
saf
ety
and t
o pre
vent
roll-
off
Lagged
hea
d p
ulle
ys f
or n
on-s
lip t
ract
ion
Wat
er s
pra
ys t
o pre
vent
rap d
ust
build
-up o
n r
olle
rs
Under
scre
en c
onve
yor
tilts
up t
o im
pro
ve a
cces
s to
pugm
ill
KP
I M
od
el
50
-48
8 P
ug
mil
l
48
” (.
91
M)
dia
met
er T
win
Shaf
t m
ixer
s x
6’-
0”
(1.8
3M
) lo
ng
Pad
dle
tip
s ar
ranged
in a
45
º sp
iral
aro
und e
ach lo
g t
o pro
mot
e ag
gre
ssiv
e m
ixin
g
Pad
dle
tip
s ar
e ad
just
able
¾”
(19
mm
) to
2”
(51
mm
) fr
om p
addle
tip
to
cham
ber
wal
l
Pad
dle
tip
s ca
n b
e ro
tate
d 9
0º
to in
crea
se r
eten
tion
tim
e in
mix
ing c
ham
ber
Tim
ed g
ear
dri
ve
Hea
vy d
uty
oil
fille
d g
earb
ox w
/hea
vy d
uty
spur
gea
rs f
or p
ositiv
e sh
aft
rota
tion
Long li
fe p
addle
s, e
xtra
wea
r pla
tes
on in
let
and d
isch
arge
Dro
p o
ut
bot
tom
for
eas
e of
cle
an-o
ut
& p
addle
tip
mai
nte
nan
ce
Curv
ed b
otto
m f
or m
inim
al d
ead w
eight
Ni-
Har
d p
addle
s w
ith 6
pos
itio
ns
to in
crea
se r
eten
tion
, im
pro
ve m
ixin
g, &
incr
ease
life
Tels
mit
h C
rush
er
Imp
acto
r 3
04
8 H
SI
Mai
nsh
aft
and b
eari
ngs
for
max
imum
wea
r lif
e
Shaf
t an
d r
otor
ass
embly
fea
ture
rin
gfe
dder
s to
pro
vide
lock
of
shaf
t an
d r
otor
withou
t pre
ss-fi
ts o
r ke
ys (
allo
ws
for
easy
rem
oval
of
shaf
t
from
rot
or)
4 R
ows
of m
assi
ve h
amm
er b
ars
20
0 t
ons
per
hou
r (1
81
met
ric
tons
per
hou
r) c
rush
ing
Pat
ente
d H
amm
er a
nd W
edge
Des
ign p
rovi
des
4 w
ear
surf
aces
for
max
imum
life
Ham
mer
bar
s ar
e 2
8%
chro
me
iron
allo
y
Pre
cisi
on m
achin
ed s
urf
aces
pro
vide
10
0%
bac
king f
or h
amm
ers
Two
- m
ovea
ble
apro
ns
to a
llow
for
ham
mer
wea
r
Spri
ng r
eturn
on m
ovea
ble
apro
ns
to e
limin
ate
shea
r bol
ts f
or t
ram
p ir
on r
elie
f
1”
(25
mm
) Thic
k A
R4
00
Lin
ers
Hyd
raulic
acc
ess
doo
r fo
r ea
sy m
ainte
nan
ce
Min
imum
15
0 h
p (
11
2 k
W)
elec
tric
mot
or d
rive
.
Fully
encl
osed
bel
t guar
d
JC
I 5
14
2-2
4 “
LP
” S
cre
en
5’
x 1
4’
(1.5
m x
4.3
m)
dou
ble
dec
k “L
ow P
rofile
” flat
scr
een
Scr
een is
fully
adju
stab
le in
am
plit
ude
and f
requen
cy (
Max
imum
Str
oke
¾”
or 1
9.0
mm
)
Adju
stab
le o
val m
otio
n le
ngth
and t
imin
g a
ngle
pro
vides
exc
lusi
ve fl
exib
ility
Freq
uen
cy =
6
75
-87
5 R
PM
’s
Trip
le S
haf
t Vib
rating M
echan
ism
pro
vides
:
Less
plu
ggin
g a
nd b
lindin
g
Max
imum
bea
ring li
fe
Huck
-bol
ted c
onst
ruct
ion c
ouple
d w
ith t
riple
shaf
t des
ign, s
pre
ads
the
shaf
t fo
rce
out
over
a w
ider
are
a, a
nd p
rovi
des
red
uce
d b
aske
t st
ress
and m
axim
um
ser
vice
life
of
fram
e
Hea
vy d
uty
fee
der
box
Pat
ent
Pen
din
g “
Tita
n O
il S
eal”
pro
vide
leak
fre
e bea
rings
Rubber
spri
ngs
or m
ounting d
onuts
for
sm
ooth
and q
uie
t op
erat
ion
25
hp (
19
kW)
elec
tric
mot
or w
ith b
elt
tensi
oner
Allo
ws
for
max
imum
pro
duct
ion w
ith v
aryi
ng t
ypes
of
mat
eria
l
Ad
dit
ive C
on
tro
l S
yste
m
Abili
ty t
o co
ntr
ol u
p t
o th
ree
additiv
es –
wat
er, a
sphal
t (e
muls
ion o
r ex
pan
ded
) an
d s
lurr
y.
One
touch
butt
ons
for
inst
ant
additiv
e per
centa
ge
chan
ges
Auto
mat
ed fl
ush
sys
tem
with o
nboa
rd s
olve
nt
tank
- au
tom
atic
ally
flush
es e
ntire
additiv
e sy
stem
with s
olve
nt
and r
eturn
s to
sol
vent
tank.
Hyd
raulic
var
iable
dri
ve p
ositiv
e dis
pla
cem
ent
asphal
t pum
p w
ith r
ever
sing c
apab
ility
and s
uct
ion s
trai
ner
Pos
itiv
e dis
pla
cem
ent
flow
met
er
Full
circ
ula
ting s
yste
m t
o guar
ante
e flow
to
spra
y bar
when
nee
ded
Auto
mat
ic c
ompute
r co
ntr
olle
d h
ydra
ulic
Spra
y/R
eturn
val
ve o
per
atio
n
Com
pute
r is
dir
ectly
connec
ted t
o bel
t sc
ale
load
cel
ls a
nd b
elt
spee
d s
enso
r
Fully
auto
mat
ic b
elt
scal
e ca
libra
tion
usi
ng t
est
wei
ghts
or
mat
eria
ls
Des
ired
pro
por
tion
s of
eac
h p
roduct
are
ente
red a
s a
per
centa
ge
of R
AP
by
wei
ght
Com
pute
r au
tom
atic
ally
adju
sts
the
flow
rat
es o
f ea
ch p
roduct
to
get
the
des
ired
per
centa
ge
bas
ed o
n b
elt
scal
e ra
te
Dis
pla
y of
for
war
d s
pee
d a
nd t
otal
izat
ion o
f dis
tance
pro
cess
ed
Beg
innin
g s
tation
can
be
ente
red t
o al
low
for
curr
ent
stat
ion n
um
ber
to
pri
nt
on t
he
pro
duct
ion r
epor
t.
Com
pute
r w
ill c
alcu
late
the
theo
retica
l pro
duct
ion r
ate
bas
ed o
n s
pee
d, w
idth
, dep
th, a
nd d
ensi
ty o
f uncu
t pav
emen
t -
can b
e use
d in
pla
ce
of b
elt
scal
e if d
esir
ed
Ala
rm h
orn w
ill s
ound if
flow
rat
e of
any
pro
duct
can
not
be
contr
olle
d t
o th
e des
ired
per
centa
ge,
and a
lso
if t
he
pro
duct
val
ves
do
not
mov
e
to “
spra
y” p
ositio
ns
when
nee
ded
Com
pute
r lo
gs
all p
roduct
ion d
ata
at d
esir
ed in
terv
als
- dat
a th
en c
an b
e dow
nlo
aded
for
a c
omple
te h
isto
ry r
epor
t in
cludin
g d
ate,
tim
e,
RA
P t
otal
wei
ght, R
AP
pro
duct
ion r
ate,
additiv
e to
tal w
eights
, ave
rage
additiv
e ra
tes,
additiv
e per
centa
ges
of
RA
P, d
ista
nce
(or
sta
tion
), an
d
spee
d. A
ll par
amet
er d
escr
iption
s an
d v
alues
can
be
dow
nlo
aded
for
a b
ack-
up o
f ca
libra
tion
dat
a an
d s
et-u
p in
form
atio
n
Sys
tem
will
wor
k in
either
Met
ric
or E
nglis
h u
nits
OP
TIO
NS
8’
Pu
gm
ill
in l
ieu
of
6’
Pu
gm
ill
1,0
00
gal
(3
78
5 l)
insu
late
d a
nd h
eate
d s
urg
e ta
nk
– m
ounte
d o
n R
T-5
00
, vis
ual
leve
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