" : ( +
I te m s S
ta ndard v a lu e L
im it B
ra ke p edal h eig ht m m L
.H . d riv e v e hic le s 2
01 ± 2 04 ±
R
.H . d riv e v e hic le s 2
01.7 ± 2 04.7 ±
B
ra ke p edal p la y m m 3
± 8 ±
B
ra ke p edal to flo orb oard c le ara nce w hen th e b ra ke p edal is d epre sse d m m 1
05 o r m ore ±
B
ra ke b ooste r p ush r o d p ro tr u sio n a m ount m m L
.H . d riv e v e hic le s w it h A BS 2
2.7 ± 2 2.9 ±
L
.H . d riv e v e hic le s w it h out
A BS a nd R .H . d riv e v e hic le s 2
3.9 3 ± 2 4.1 8 ±
L
oad s e nsin g p ro portio n-
i n g v a lv e o utp ut f lu id
p r
e ssu re (In u
tflu id r
e s W
hen lo ad s e nsin g s p rin g le ngth is 1 99 m m ( w hen
u nla den) 4
.2 ± 6 .0 ( 9 .8 ) ±
p
re ssu re (
I t f
l i
d W
hen lo ad s e nsin g s p rin g le ngth is 2 17 m m ( w hen l
a den) 9
.7 ± 1 0.5 ( 9 .8 ) ±
l d )
1
4.5 ± 1 6.3 ( 1 6.7 ) ±
O
utp ut flu id p re ssu re d if f e re nce b etw een le ft a nd r ig ht
M Pa ± 0
.3 9 L
oad s e nsin g s p rin g le ngth < D is ta nce b etw een s p rin g e nds> m m 1
94 ± 1 98 ±
F
ro nt d is c b ra ke P
ad th ic kn ess m m 1
0.0 2
.0 D
is c th ic kn ess mm 2
2 0 2
0 4 D
i t
h i k 2
2 0 2
0 4
D
is c r u nout m m ± 0
.0 6 D
ra g fo rc e N 6
9 ±
R
ear d is c b ra ke P
ad th ic kn ess m m 1
0.0 2
.0 D
is c th ic kn ess m m 9
.4 7
.8 D
is c r u nout m m ± 0
.0 8 D
ra g fo rc e N 3
4 ±
F
ro nt h ub e nd p la y m m ± 0
.2 R
ear h ub e nd p la y m m ± 0
.0 25
, ' " +
I te m s S
pecif ie d L ubric a nt Q
uantit y B
ra ke flu id D
O T3 o r D O T4 A
s r e quir e d V
acu um s e nso r g ro m met S
ilic o ne g re ase B
ra ke b ooste r s e al P
is to n b oot, p is to n s e al R
epair k it g re ase G
uid e p in , lo ck p in P
is to n, w heel c ylin der b ody D
O T3 o r D O T4 S
pecif ie d s e ala nt R
em ark s F
it tin g 3
M A T D P art N o. 8 661 o r e quiv a le nt S
em i- d ry in g s e ala nt N
um ber N
am e U
se B
ra ke to ol s e t P
ush in g-in o f th e d is c b ra ke p is to n A
: F ro nt h ub r e -
m ove r a nd in sta lle r
B : S pace r W
hen b earin g p ro vis io nal h old in g
M B991000, w hic h b elo ngs to M B990998,
s h ould b e u se d a s a s p ace r. M
B991568 P
ush r o d a dju stin g
s o cke t A
dju stm ent o f th e b ra ke b ooste r p ush r o d
p ro tr u sio n a m ount
(
+ > : * " :
B RAKE P ED AL C HEC K A ND A DJU STM EN T
B RAKE P ED AL H EIG HT
1 . Turn u p th e c a rp et, e tc . u nder th e b ra ke p edal.
2 . Measu re th e b ra ke p edal h eig ht a s illu str a te d.
S ta n dard v alu e ( A ):
< L .H . d riv e v eh ic le s> 2 01 ± 2 04 m m
< R .H . d riv e v eh ic le s> 2 01.7 ± 2 04.7 m m
3 . If th e b ra ke p edal h eig ht is n ot w it h in th e s ta ndard v a lu e,
f o llo w th e p ro ce dure b elo w .
( 1 ) Dis co nnect th e s to p la m p s w it c h c o nnecto r.
( 2 ) Loose n th e s to p la m p s w it c h b y tu rn in g it a ppro x.
1 /4 tu rn s a ntic lo ckw is e .
( 3 ) Rem ove th e p in , a nd th en a dju st s o th at th e b ra ke
p edal h eig ht m eets th e s ta ndard v a lu e b y tu rn in g th e
c le vis .
N O TE
W hen th e c le vis is tu rn ed 1 80 °, th e p edal h eig ht is
c h anged a ppro xim ate ly 2 .3 m m.
( 4 ) Scre w in th e s to p la m p s w it c h u ntil it to uch es th e
s to pper. A t th is tim e, s u pport th e b ra ke p edal to th e
h ig hest p osit io n b y h and.
( 5 ) Lock th e s to p la m p s w it c h b y tu rn in g it a ppro x. 1 /4
t u rn s c lo ckw is e , a nd c o nfir m th at th e c le ara nce
b etw een th e s w it c h p lu nger a nd th e s to pper is a s
s h ow n.
( 6 ) Connect th e c o nnecto r a t th e s to p la m p s w it c h .
C au tio n
C heck t h at t h e s to p la m p d oes n ot illu m in ate w hen
t h e b ra ke p ed al is n ot d ep re ssed .
4 . For A /T , c h eck th e k e y in te rlo ck a nd s h if t lo ck m ech anis m s.
( R efe r to G RO UP 2 3 ± O n-v e hic le S erv ic e .)
5 . Retu rn th e c a rp et, e tc .
B RAKE P ED AL F R EE P LA Y
1 . Wit h th e e ngin e s to pped, d epre ss th e b ra ke p edal t w o
o r th re e tim es. A fte r e lim in atin g th e v a cu um in th e p ow er
b ra ke b ooste r, p re ss th e p edal d ow n b y h and, a nd c o nfir m
t h at th e a m ount o f m ove m ent b efo re r e sis ta nce is m et
( th e fr e e p la y) is w it h in th e s ta ndard v a lu e r a nge.
S ta n dard v alu e ( B ): 3 ± 8 m m
