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COMPREHENSIVE PAVEMENT DESIGN MANUAL
Chapter 5: Appendix 5B
Pavement Restoration Techniques: 2018
5/24/2018
PAVEMENT RESTORATION TECHNIQUES: 2018
(FIRST PUBLISHED IN DECEMBER 1982 AND REVISED IN MARCH 1984)
(REVISED IN APRIL 1988 AND JUNE 2000)
(REVISED IN MAY 2018)
Prepared By
FACILITIES DESIGN DIVISION
AND
TECHNICAL SERVICES DIVISION
NEW YORK STATE DEPARTMENT OF TRANSPORTATION
1220 WASHINGTON AVE.
ALBANY, NEW YORK 12232
CONTENTS
INTRODUCTION
PORTLAND CEMENT CONCRETE PAVEMENT
Joint Resealing 1
Crack Sealing. 2
Diamond Grinding, Texturing 2
Cold Milling 2
Pressure Relief Joints 3
Rapid Setting Repairs. 3
Concrete Repairs, Calcium Chloride 4
Load Transfer Dowel Retrofit 4
Pavement Cracking and Seating 4
Pavement Rubblizing 5
Pavement Grooving. 5
Ultra-thin Whitetopping 6
Unbonded Concrete Overlay 6
Spall Repair . . . . 6
Asphalt Overlay, Structural 6
Sawing and Sealing AC Overlay 7
Full Depth Slab Replacement, Asphalt 7
Full Depth Slab Replacement, Concrete 8
Reconstruction, Asphalt or Concrete. 8
ASPHALT CONCRETE PAVEMENT
Hot Mix Asphalt Overlays 9
Superpave HMA 9
HMA, Open Graded Surface Course 10
Hot In-Place Recycling 10
Cold In-Place Recycling 10
Pavement Replacement/Reconstruction 10
Microsurfacing 11
Quick Set Slurry 11
Crack Sealing . . 11
Repair HMA Overlay, PCC at PCC Joints 12
Ice Retardant HMA Mixtures 12
Cold Milling 12
Overlay Removal 13
PORTLAND CEMENT AND ASPHALT CONCRETE PAVEMENT
Unclassified Excavation/Disposal 14
Filling Joints/Cracks 14
Tack Coat. 15
Underdrain 15
Prefabricated Composite Edge Drains 16
Underdrain Filter . . . 16
Underdrain Video Inspection 16
Asphalt Treated Permeable Base Course 17
Crushed Aggregate Subbase Course 18
Subbase Course . . . . 18
Select Granular Subgrade 18
Crushed Stone Weep 18
Cleaning Pavement, Cleaning and Filling Joints/Cracks 18
Pag
e 1
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, RE
MA
RK
S &
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Rese
ali
ng
tra
nsv
ers
e jo
ints
in
po
rtla
nd
cem
en
t
co
ncre
te p
av
em
en
t, 1
9 n
i p
av
em
en
t sl
ab
s-si
lico
ne
seala
nt.
Item
18
50
2.7
0100
2M,
1850
2.70
2002
M
Rese
ali
ng
pro
tect
s lo
ad
tra
nsf
er
devic
es
(LT
Ds)
,
fore
sta
lls
infi
ltra
tio
n o
f in
co
mp
ress
ible
ma
teri
al
an
d w
ate
r.
Use
on
rese
ali
ng
co
ntr
acts
wh
ere
ex
isti
ng
seale
rs
hav
e f
ail
ed
an
d t
he e
xis
tin
g p
av
em
en
t w
ill
no
t b
e
resu
rfaced
.
Sta
tew
ide s
tan
dard
.
R
esea
lin
g i
s d
on
e b
y co
ntr
act.
F
or
warr
an
ts a
nd
/or
gu
ideli
nes
see E
I97
-03
0
E
SL
: 8
years
.
Rese
ali
ng
tra
nsv
ers
e jo
ints
in
po
rtla
nd
cem
en
t
co
ncre
te p
av
em
en
t, 3
.5th
ru 6
m p
av
em
en
t sl
ab
s
sili
co
ne s
eala
nt,
Item
185
02.7
0200
2Nt.
R
esea
lin
g pro
tect
s L
TD
s, f
ore
sta
lls
infi
ltr
ati
on
of
inco
mp
ress
ible
ma
teri
al
and
wa
ter.
Use
on
rese
ali
ng
co
ntr
act
wh
ere
ex
isti
ng
seale
rs
hav
e f
ail
ed
an
d t
he e
xis
tin
g p
av
em
en
t w
ill
no
t b
e
resu
rfaced
.
Sta
tew
ide s
tan
dard
.
R
esea
lin
g is
do
ne
by co
ntr
act.
F
or
warr
an
ts a
nd
/or
gu
ideli
nes
see
EI
97
03
0
E
SL
: 8
years
.
Rese
ali
ng
lo
ng
itu
din
al jo
ints
in
po
rtla
nd
cem
en
t
co
ncre
te p
av
em
en
t,
Item
18
50
2.7
04
1N
l R
ese
ali
ng
pro
tects
tie
ba
rs f
rom
co
rro
sio
n,
fore
sta
lls
infi
ltra
tio
n o
f in
co
mp
ress
ible
ma
teri
al
an
d w
ate
r.
Use
on
rese
ali
ng
co
ntr
acts
wh
ere
ex
isti
ng
seale
rs
hav
e f
ail
ed
an
d t
he e
xis
tin
g p
av
em
en
t w
ill
no
t b
e
resu
rfaced
.
Sta
tew
ide s
tan
dard
.
Res
eali
ng i
s d
on
e b
y c
on
trac
t.
Fo
r w
arr
an
ts a
nd
/or
gu
ideli
nes
see
EI
97
-03
0
ES
L:
8 y
ears
.
Pag
e 2
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Seali
ng
cra
ck
s in
po
rtla
nd
cem
en
t co
ncre
te
pav
em
en
t-si
lico
ne s
eala
nt,
Item
t 8
50
2.7
60
1M
.
A
pp
rop
ria
te w
here
th
e e
xis
tin
g p
avem
en
t w
ill
no
t
be re
surf
aced
.
Use
to
seal
cra
ck
s th
at
hav
e o
pen
ed
su
ffic
ien
tly
to
receiv
e w
ate
r an
d f
ines.
Sta
tew
ide s
tan
dard
.
R
ese
ali
ng
is
do
ne b
y c
on
tract.
F
or
warr
an
ts a
nd
/or
gu
ideli
nes
see
EI
97
-03
0
E
SL
: 8
years
.
Dia
mo
nd
gri
nd
ing
an
d t
ex
turi
ng
of
co
ncre
te
pav
em
en
t,
Item
18
50
2.5
01
0M
T
his
ite
m c
on
sist
s o
f d
iam
on
d g
rin
din
g t
he e
nti
re
lan
e( s
) to
rem
ove fa
ult
ed
jo
ints
.
Use
wh
ere
fau
lted
jo
ints
hav
e b
eco
me
ob
jecti
on
ab
le (
gre
ate
r th
an
4 m
m )
.
W
heelt
rack
ru
ts c
an
be r
em
ov
ed
an
d p
av
em
en
t
cro
ss s
lop
e c
han
ged
. P
av
em
en
t fr
icti
on
is
incre
ase
d d
ue t
o t
ex
ture
left
aft
er
gri
nd
ing
.
Sta
tew
ide s
tan
dard
.
W
ith
ap
pro
xim
atel
y 2
00
0 t
ruck
s/d
ay fa
ult
ing w
ill
recu
r at
a r
ate
of
1 m
m p
er y
ear.
E
SL
: O
bje
cti
on
ab
le f
au
ltin
g 5
mm
wil
l re
cu
r
wit
hin
5 y
ears
un
der
the a
bo
ve t
raff
ic c
on
dit
ion
s
if l
oad
tra
nsf
er
is n
ot
rest
ore
d.
Pro
du
cti
on
co
ld m
illi
ng
of
po
rtla
nd
cem
en
t
co
ncre
te p
av
em
en
t,
Item
49
0.2
0.
P
rovid
es
sha
pin
g a
nd
rem
ova
l o
f exis
tin
g P
CC
pa
vem
ent
su
rfa
ce
s.
Use
on
larg
e,
hig
h p
rod
ucti
on
mil
lin
g o
pera
tio
ns
of
mo
re t
han
15
,00
0 s
q. y
ds.
wh
ere
co
nti
nu
ou
s o
r
near
co
nti
nu
ou
s m
illi
ng
is
an
ticip
ate
d a
nd
wh
ere
larg
er
mil
lin
g m
ach
ines
(6 f
t d
iam
. w
idth
an
d
larg
er)
are
su
itab
le.
Sta
tew
ide s
tan
dard
.
Eq
uip
men
t re
ad
ily
av
ail
ab
le.
See E
I 8
9-8
.
Mis
cell
an
eo
us
co
ld m
illi
ng
of
po
rtla
nd
cem
en
t
co
ncre
te,
Item
49
0.4
0.
P
rovid
es
sha
pin
g a
nd
rem
ova
l o
f exis
tin
g P
CC
pa
vem
ent
surf
aces.
Use
wh
ere
mil
lin
g i
s li
mit
ed
, in
term
itte
nt
an
d/o
r
rest
ricte
d i
n a
rea, g
en
era
lly
less
th
an
15
,00
0 s
q.
yd
s.
Sta
tew
ide s
tan
dard
.
Eq
uip
men
t re
ad
ily
av
ail
ab
le.
See E
I 8
9-8
.
Pag
e 3
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Pre
ssu
re r
eli
ef
join
ts i
n e
xis
tin
g c
em
en
t co
ncre
te
pav
em
en
t,
Item
15
50
2.4
59
8M
.
P
ress
ure
reli
ef
is p
rovid
ed
by fu
ll d
ep
th a
sph
alt
co
ncre
te.
Use
to
sta
bil
ize a
pav
em
en
t (t
hat
is p
art
icu
larl
y
pro
ne t
o b
low
up
s) p
rio
r to
resu
rfacin
g.
U
se t
o r
ep
lace e
xis
tin
g e
xp
an
sio
n j
oin
ts a
t b
rid
ge
ap
pro
ach
sla
bs
eit
her
sid
e o
f a s
tru
ctu
re.
PA
VE
ME
NT
Use
has
decli
ned
in
recen
t y
ears
as
the f
ull
dep
th
AC
pre
ssu
re r
eli
ef
join
ts h
av
e a
ten
den
cy
to
bu
mp
, ru
t an
d/o
r sh
ov
e f
rom
th
erm
al
ex
pan
sio
n
an
d t
raff
ic a
fter
5 y
ears
. M
ain
ten
an
ce i
s th
en
req
uir
ed
to
rep
air
th
e d
efi
cie
ncy
an
d r
est
ore
rid
eab
ilit
y.
S
TR
UC
TU
RE
S
Th
e e
xp
an
sio
n j
oin
t b
etw
een
th
e p
av
em
en
t an
d
ap
pro
ach
sla
b is
rep
laced
wit
h a
5 f
t w
ide p
ress
ure
reli
ef
join
t.
As
wit
h p
av
em
en
t, m
ain
ten
an
ce i
s
req
uir
ed
.
Su
rface p
rep
ara
tio
n f
or
rap
id s
ett
ing
co
ncre
te
pav
em
en
t re
pair
s,
Item
18
50
2.0
70
7 M
.
Use
fo
r p
art
ial
dep
th r
ep
air
of
spall
ed
or
dete
rio
rate
d a
reas
of
PC
C p
av
em
en
ts n
ot
receiv
ing
an
ov
erl
ay
.
C
uri
ng
tim
e t
o t
raff
ic u
se,
1 h
ou
r.
Sta
tew
ide s
tan
dard
.
See E
I 9
3-0
16
ES
L:
10
years
.
Fu
rnis
h a
nd
pla
cem
en
t o
f ra
pid
sett
ing
co
ncre
te
pav
em
en
t re
pair
s,
Item
18
50
2.0
70
8 M
.
Part
ial
dep
th r
ep
air
s.
Sta
tew
ide s
tan
dard
.
See E
I 9
3-0
16
ES
L:
10
years
Pag
e 4
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, RE
MA
RK
S &
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Cem
en
t co
ncre
te f
or
pav
em
en
t re
pair
s,
Item
18
50
2.6
02
8 M
.
A
fter
rem
ova
l, a
ca
lciu
m c
hlo
rid
e a
ccele
rate
d
po
rtla
nd
cem
en
t co
ncre
te i
s p
laced
in
th
e
pre
pa
red
void
.
Use
fo
r fu
ll d
ep
th r
em
ov
al
an
d r
ep
lacem
en
t o
f
co
ncre
te p
av
em
en
t se
gm
en
ts.
C
uri
ng
tim
e t
o t
raff
ic u
se, 4
ho
urs
.
Th
e e
xis
tin
g p
av
em
en
t is
rem
ov
ed
, st
eel
do
wels
are
in
stall
ed
in
ho
les
dri
lled
in
th
e e
xis
tin
g s
lab
s,
an
ex
pan
sio
n j
oin
t lo
ad
tra
nsf
er
dev
ice i
s p
laced
wh
ere
necess
ary
an
d t
he a
ccele
rate
d c
on
cre
te i
s
pla
ced
.
Sta
tew
ide s
tan
dard
.
S
aw
cu
ttin
g,
ex
cav
ati
on
, d
rill
ing
, d
ow
els
, an
d l
oad
tran
sfer
dev
ices
are
paid
fo
r se
para
tely
.
E
SL
: E
qu
al t
o t
he
serv
ice
life
of
the
exis
tin
g
pav
emen
t u
p t
o 3
0 y
ears
.
E
I 9
9-0
10
Do
wel
retr
ofi
t lo
ad
tra
nsf
er
dev
ices
for
tran
svers
e
join
ts i
n P
CC
pav
em
en
t,
Item
04
50
2.8
00
8 M
.
S
tan
da
rd e
po
xy c
oa
ted
do
wels
are
pla
ced
in
saw
cu
t sl
ots
acro
ss jo
int
an
d b
on
ded
in
pla
ce w
ith
po
lym
er
co
ncre
te.
Use
to
reest
ab
lish
lo
ad
tra
nsf
er
at
tran
svers
e
cra
ck
s.
Jo
ints
mu
st h
av
e n
o o
r lo
w-s
ev
eri
ty s
pall
ing
.
Ex
peri
men
tal
featu
re.
Usa
ge m
inim
al
du
e t
o c
an
did
ate
pav
em
en
t's
po
or
co
nd
itio
n a
nd
rela
tiv
ely
hig
h c
ost
of
the i
tem
.
Cra
ck
ing
an
d s
eati
ng
ex
isti
ng
co
ncre
te p
av
em
en
t,
Item
18
50
2.6
59
6 M
.
A
pa
vem
en
t b
rea
ker
an
d 5
0 t
on
ro
ller
are
use
d t
o
cra
ck a
nd
seat
the p
avem
ent.
Use
to
reta
rd t
ran
svers
e j
oin
t re
flecti
on
cra
ck
s an
d
slab
cra
ck
s th
rou
gh
an
asp
halt
ov
erl
ay
.
U
se w
here
PC
CP
is
dete
rio
rate
d t
o t
he p
oin
t th
at
the o
nly
oth
er
feasi
ble
reh
ab
ilit
ati
on
alt
ern
ati
ve i
s
reco
nst
ructi
on
. A
cra
ck
an
d s
eate
d P
CC
P s
ho
uld
be o
verl
ay
ed
wit
h a
min
imu
m o
f 1
25
mm
of
HM
A.
Sta
tew
ide s
tan
dard
.
Fo
r w
arr
an
ts a
nd
gu
ideli
nes
see
EI
96
-02
9
Pag
e 5
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Ru
bb
lizin
g e
xis
tin
g p
ort
lan
d c
em
en
t co
ncre
te
pav
em
en
t,
Item
18
50
2.7
59
6 M
.
A r
eso
na
nt f
req
uen
cy m
ach
ine i
s u
sed
to
ru
bb
lize
pa
vem
ent
to a
gg
reg
ate
siz
e p
art
icle
s.
Use
wh
ere
PC
CP
dete
rio
rati
on
is
sim
ilar
to t
hat
warr
an
tin
g c
rack
ing
an
d s
eati
ng
bu
t w
here
wid
en
ing
, lo
ng
itu
din
al
an
d/o
r tr
an
svers
e jo
int
sep
ara
tio
n o
r th
e p
rese
nce o
f u
nd
erg
rou
nd
uti
liti
es
nu
llif
ies
the c
rack
an
d s
eat alt
ern
ati
ve.
Pro
ject
specia
l.
F
or
warr
an
ts a
nd
gu
ideli
nes
see
EI
96
-03
0.
Gro
ov
e P
CC
pav
em
en
t,
Item
15
50
2.5
00
1.
L
on
git
ud
ina
l g
roo
vin
g.
Use
to
red
uce w
et
weath
er
hy
dro
pla
nin
g o
n
tan
gen
ts a
nd
cu
rved
secti
on
s la
ck
ing
ad
eq
uate
macro
tex
ture
bu
t w
here
mic
rote
xtu
re i
s
sati
sfacto
ry.
Sta
tew
ide s
tan
dard
.
L
on
git
ud
inal
gro
ov
es
co
st l
ess
th
an
tra
nsv
ers
e
gro
ov
es
an
d c
an
be p
laced
wit
h l
ess
tra
ffic
dis
rup
tio
n.
E
SL
: V
ari
es
dep
en
din
g o
n t
raff
ic a
nd
co
ncre
te
pro
pert
ies.
F
or
furt
her
info
rmati
on
co
nta
ct
the
Mate
rials
Bu
reau
.
Tra
nsv
ers
e g
roo
vin
g o
f P
CC
pav
em
en
t,
Item
18
50
2.5
00
2.
Use
to
red
uce w
et
weath
er
hy
dro
pla
nin
g o
n
tan
gen
ts a
nd
cu
rved
secti
on
s la
ck
ing
ad
eq
uate
macro
tex
ture
bu
t w
here
mic
rote
xtu
re i
s
sati
sfacto
ry.
Pro
ject
specia
l.
T
ran
svers
e g
roo
ves
imp
rov
e d
rain
ag
e i
n f
lat
secti
on
s b
y t
ak
ing
ad
van
tag
e o
f ex
isti
ng
pav
em
en
t
cro
ss-s
lop
e a
nd
ch
an
neli
ng
wate
r to
th
e p
av
em
en
t
ed
ge.
M
ay
be a
dv
an
tag
eo
us
to u
se i
n p
lace o
f
lon
git
ud
inal
gro
ov
ing
wh
en
a c
on
tract
als
o c
all
s
for
tran
svers
e g
roo
vin
g o
f st
ructu
ral
slab
s.
E
SL
: V
ari
es
dep
en
din
g o
n t
raff
ic a
nd
co
ncre
te
pro
pe1
ties.
F
or
furt
her
info
rmati
on
co
nta
ct
the
Mate
rials
Bu
reau
.
Pag
e 6
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Ult
ra-t
hin
- w
hit
eto
pp
ing
FC
C p
av
em
en
t in
lay
A
min
imu
m o
f a
10
0 m
m o
f fi
ber
rein
forc
ed
PC
C p
avem
en
t is
pla
ced
o
ver
a m
inim
um
75
mm
no
n-d
istr
ess
ed
asp
ha
lt.
Use
to
rep
air
HM
A t
hat
is r
utt
ed
or
co
rru
gate
d
du
e to
sh
ov
ing
. E
specia
lly
use
ful
in i
nte
rsecti
on
s
an
d r
am
ps.
Ex
peri
men
tal
featu
re.
S
ev
era
l R
eg
ion
al
Sp
ecif
icati
on
s ex
ist.
Co
nta
ct
the M
ate
rials
Off
ice f
or
ass
ista
nce.
Un
bo
nd
ed
FC
C p
av
em
en
t o
verl
ay
.
A
min
imu
m 2
25
mm
rei
nfo
rced
co
ncre
te p
ave
men
t
wit
h l
oa
d t
ransf
er i
s co
nst
ruct
ed o
ver
a b
ond
bre
ake
r It
em 3
04
.12
m
inim
um
lo
ose
lif
t th
ickn
ess
ove
r th
e ex
isti
ng
pa
vem
ent.
Use
to
ov
erl
ay
an
ex
ten
siv
ely
dete
rio
rate
d P
CC
P.
A
bo
nd
bre
aker
is
use
d t
o p
reven
t re
flec
tio
n
crac
ks.
Ex
peri
men
tal
featu
re.
N
o r
ecen
t ex
per
ien
ce i
n N
.Y.
Fo
r d
eta
ils
co
nta
ct
the M
ate
rials
Bu
reau
.
E
SL
: S
am
e a
s n
ew
co
ncre
te p
av
em
en
t, 3
0 y
ears
.
Rep
air
of
spall
ed
are
as,
jo
ints
an
d/o
r cra
ck
s in
po
rtla
nd
cem
en
t co
ncre
te p
av
em
en
t,
Item
18
50
2.4
46
7 M
.
Asp
halt
co
ncre
te i
s u
sed
to
rep
air
part
ial
dep
th
spall
s o
ccu
rrin
g a
t jo
ints
or
in s
lab
s p
rio
r to
HM
A
resu
rfacin
g.
D
eter
iora
ted
P
CC
is
rem
oved
b
y m
illi
ng o
r
oth
er m
ean
s p
rio
r t
o H
MA
pat
chin
g.
I Sta
tew
ide s
tan
dard
.
Fo
r w
arr
an
ts a
nd
gu
ideli
nes
see
EI
93
-02
8.
HM
A o
verl
ay
ov
er
PC
CP
.
9
0 m
m m
inim
um
th
ick
ness
. V
ari
ou
s st
an
dard
item
s.
A 5
0 m
m t
hic
knes
s o
f d
ense
bin
der
and
40
mm
thic
knes
s o
f to
p c
ours
e is
pla
ced
on a
pa
tch
ed,
fill
ed
, ta
ck c
oa
ted
an
d l
evel
ed p
ave
men
t.
Use
to
ov
erl
ay
a m
od
era
tely
dete
rio
rate
d P
CC
P.
Sta
tew
ide s
tan
dard
.
ES
L:
18
years
.
Pag
e 7
of
1
8
PORT
LAND
CE
MENT
CO
NCRE
TE PA
VEME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Saw
ing a
nd
Sea
lin
g J
oin
ts i
n N
ew
Ho
t M
ix
Ov
erla
ys
Us
ing
Ho
t A
pp
lie
d S
ea
lan
t.
R
ese
rvo
irs
an
d d
eep
er
saw
cuts
are
co
nst
ructe
d
an
d s
eale
d o
ver
exis
tin
g t
ran
svers
e jo
ints
to
co
ntr
ol
an
d s
ea
l re
flecti
on
cra
cks.
Use
fo
r fi
rst
tim
e o
verl
ay
s, w
here
ex
isti
ng
tran
svers
e jo
ints
are
well
defi
ned
, to
co
ntr
ol
refl
ecti
on
cra
ck
s.
Sta
tew
ide s
tan
dard
.
Refl
ecti
ve c
rack
ing
is
co
ntr
oll
ed
.
Dete
rio
rati
on
at j
oin
t are
as
is m
inim
ized
an
d
dela
yed
. A
s a r
esu
lt,
ov
erl
ay
serv
ice l
ife i
s
ach
iev
ed
.
Ad
dit
ion
al
dep
th s
aw
ing
an
d s
eali
ng
bit
um
ino
us
co
ncre
te p
av
em
en
t jo
ints
,
Item
18
50
2.2
59
9 M
.
Ad
dit
ion
al
depth
sa
wcu
ttin
g,
thro
ug
h t
he n
ew
an
d
exis
tin
g H
MA
overl
ays,
acts
as
a c
on
tro
l jo
int.
Use
in
sec
ond
over
lay o
ver
PC
C p
avem
ent
wh
ere
the
firs
t o
ver
lay h
as d
evel
op
ed r
efle
ctiv
e cr
acks.
Sta
tew
ide s
tan
dard
.
F
or
furt
her
info
rmati
on
co
nta
ct th
e M
ate
rials
Bu
reau
.
Fu
ll d
ep
th P
CC
sla
b r
ep
lacem
en
t w
ith
den
se
gra
ded
asp
halt
co
ncre
te b
ase
or
bin
der
an
d t
op
.
Str
uctu
rall
y u
nso
un
d P
CC
P s
lab
s o
r se
gm
en
ts a
re
rep
laced
full
dep
th w
ith
new
den
se H
MA
pri
or
to
resu
rfa
cin
g.
Use
as
an a
lter
nat
ive
to P
CC
rep
lace
men
t o
n
mo
der
ate
to l
ow
vo
lum
e ro
adw
ays
wh
ere
this
les
s
exp
ensi
ve
rep
air
wil
l p
erfo
rm a
deq
uat
ely.
T
his
rep
air
is n
ot
reco
mm
end
ed w
her
e h
igh
vo
lum
es o
f
tru
cks
can
cau
se s
ho
vin
g,
poo
r ri
dea
bil
ity an
d
req
uir
es c
orr
ecti
ve
mai
nte
nan
ce af
ter
a fe
w y
ear
s.
Sta
tew
ide s
tan
dard
.
Fo
r th
is t
reatm
en
t to
be c
ost
eff
ecti
ve t
he c
au
se o
f
the p
rob
lem
mu
st b
e c
orr
ecte
d.
E
SL
: 2
years
wit
h A
AD
T o
f 1
00
,00
0 +
.
5 y
ears
wit
h A
AD
T o
f 4
0,0
00
.
Pag
e 8
of
1
8
POR
TLA
ND
C
E IE
NT
C
ON
CR
ETE
PA
VEM
ENT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Fu
ll d
ep
th P
CC
sla
b r
ep
lacem
en
t w
ith
cem
en
t
co
ncre
te p
av
em
en
t, r
ein
forc
ed
Cla
ss F
,
Item
50
2.0
5.
S
tru
ctu
rall
y u
nso
un
d P
CC
P s
lab
s a
re r
epla
ced
full
dep
th w
ith
new
rei
nfo
rced
PC
CP
sla
bs.
Use
wh
ere
in
div
idu
al
pav
em
en
t sl
ab
s h
av
e f
ail
ed
becau
se o
f lo
cali
zed
fail
ure
.
C
uri
ng
tim
e t
o t
raff
ic u
se,
72
ho
urs
.
Sta
tew
ide s
tan
dard
.
F
or
this
tre
atm
en
t to
be c
ost
eff
ecti
ve t
he c
au
se o
f
the p
rob
lem
mu
st b
e c
orr
ecte
d.
Fo
r ass
ista
nce c
on
tact
the M
ate
rials
Bu
reau
s.
ES
L:
Eq
ual
to t
he s
erv
ice l
ife o
f th
e e
xis
tin
g
pav
em
en
t u
p t
o 3
0 y
ears
.
Mo
dif
ied
Cla
ss F
rein
forc
ed
co
ncre
te f
or
pav
em
en
t re
pair
s.
Item
01
50
2.6
08
8.
C
lass
F c
on
cret
e cu
rin
g i
s a
ccel
era
ted
wit
h
hea
ted
mix
wa
ter
an
d i
nsu
lati
on
.
Use
wh
ere
in
div
idu
al
pav
em
en
t sl
ab
s h
av
e f
ail
ed
becau
se o
f lo
cali
zed
fail
ure
.
C
uri
ng
tim
e t
o t
raff
ic u
se,
24
ho
urs
.
Sta
tew
ide s
tan
dard
.
F
or
this
tre
atm
en
t to
be c
ost
eff
ecti
ve t
he c
au
se o
f
the p
rob
lem
mu
st b
e c
orr
ecte
d.
F
or
ass
ista
nce c
on
tact
the S
oil
Mech
an
ics
an
d
Mate
rials
Bu
reau
s.
E
SL
: E
qu
al
to t
he s
erv
ice l
ife o
f th
e e
xis
tin
g
pav
em
en
t u
p t
o 3
0 y
ears
.
PC
CP
Reco
nst
ructi
on
.
Vari
ou
s st
an
dard
ite
ms.
Rem
ov
e a
nd
rep
lace e
nti
re p
av
em
en
t.
Use
fo
r co
mp
lete
rep
lacem
en
t o
f th
e e
xis
tin
g
pav
em
en
t in
kin
d o
r as
a f
lex
ible
pav
em
en
t.
Sta
tew
ide s
tan
dard
.
E
SL
: P
CC
P -
30
years
.
HM
AP
- 1
8 y
ear.
Pag
e 9
of
1
8
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Ho
t M
ix A
sph
alt
(H
MA
) o
verl
ay
.
Vari
ou
s st
an
dard
ite
ms.
ST
RU
CT
UR
AL
Sin
gle
or
mu
ltip
le l
ay
er(
s) o
f su
ffic
ien
t th
ick
ness
to p
rov
ide a
deq
uate
in
cre
ase
in
to
tal
pav
em
en
t
thic
kn
ess
fo
r d
esi
gn
tra
ffic
.
R
IDE
/PR
EV
EN
TIV
E
MA
INT
EN
AN
CE
Sta
tew
ide s
tan
dard
.
C
on
tact
Geo
tech
nic
al
En
gin
eeri
ng
an
d M
ate
rials
Bu
reau
s fo
r ass
ista
nce i
n t
hic
kn
ess
desi
gn
an
d
co
rrecti
on
s n
ecess
ary
pri
or
to r
esu
rfacin
g.
E
SL
: 1
8 y
ears
. S
ing
le o
r m
ult
iple
lay
er(
s) t
o r
est
ore
accep
tab
le
rid
e, co
ver
min
or
cra
ck
ing
, ra
veli
ng
, etc
.
Ho
t M
ix A
sph
alt
Item
402
.XX
YZ
QR
.
See p
rev
iou
s en
try
.
Sta
tew
ide s
tan
dard
.
Th
ese
Su
perp
av
e i
tem
s w
ere
dev
elo
ped
to
ad
dre
ss
pav
em
en
t ru
ttin
g f
ati
gu
e a
nd
lo
w t
em
pera
ture
cra
ck
ing
on
hig
h v
olu
me r
oad
way
s.
Su
per
pav
e m
ixes
hav
e b
een
use
d s
ince
19
96
stat
ew
ide.
Fo
r w
arr
an
ts a
nd
gu
ideli
nes
for
use
see C
hap
ter
6o
f th
e C
PU
M.
F
or
furt
her
info
rmati
on
co
nta
ct
the M
ate
rials
Bu
reau
HOT
MIX
ASPH
ALT
PAVE
MENT
----
HOT
MIX
ASPH
ALT
PAVE
MENT
Pag
e 1
0 o
f 1
8
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
U
se t
o r
ed
uce w
et
weath
er
hy
dro
pla
nin
g i
n a
reas
Sta
tew
ide s
tan
dard
.
Asp
hal
t co
ncr
ete
Typ
e 1O
FX
op
en g
rad
ed s
urf
ace
wit
h a
his
tory
of
abn
orm
ally
h
igh
skid
din
g
co
urs
e.
accid
en
ts.
Fo
r w
arr
an
ts a
nd
gu
ideli
nes
see
C
hap
ter6
.
Fo
r fu
rth
er
info
rmati
on
co
nta
ct
the M
ate
rials
Bu
reau
.
Hot
Mix
Asp
halt
usi
ng R
ecy
cli
ng T
reatm
ents
,
Item
41
7.0
1 o
r 41
7.0
2.
Use
to
ho
t in
-pla
ce r
ecy
cle
ex
isti
ng
asp
halt
pav
em
en
t.
Fo
r fu
rth
er
info
rmati
on
co
nta
ct
the M
ate
rials
S
elf
co
nta
ined
mu
lti -
step
pro
cess
of
heati
ng
, B
ure
au
.
scari
fyin
g, re
mix
ing
, re
shap
ing
an
d c
om
pacti
ng
asp
halt
pav
em
en
t.
R
ecy
cle
s to
p 2
5 m
m -
40
mm
of
ex
isti
ng
pav
em
en
t as
a b
ind
er
co
urs
e o
r w
eari
ng
co
urs
e.
Co
ld I
n-p
lace R
ecy
cli
ng
, U
se t
o r
ecy
cle
an
d r
esh
ap
e t
he e
xis
tin
g s
urf
ace o
f P
roje
ct
specia
l.
Item
51
40
5.0
20
1
low
volu
me
road
s.
R
ecycl
ed m
ater
ial
mu
st b
e co
ver
ed w
ith
a n
ew
ES
L:
15
years
.
weari
ng
co
urs
e.
Fo
r fu
rth
er
info
rmati
on
co
nta
ct
the M
ate
rials
Bu
reau
.
Ho
t M
ix. A
sph
alt
(co
ncre
te p
av
em
en
t re
pla
cem
en
t F
ull
dep
th p
atc
hes,
rep
lacem
en
t o
f sh
ort
secti
on
s,
Sta
tew
ide s
tan
dard
.
an
d/o
r re
co
nst
ructi
on
. co
mp
lete
pav
em
en
t re
co
nst
ructi
on
.
V
ari
ou
s it
em
s.
Mu
ltip
le l
ay
ers
of
suff
icie
nt
thic
kn
ess
to
pro
vid
e
ad
eq
uate
to
tal p
av
em
en
t th
ick
ness
fo
r d
esi
gn
-
traff
ic.
ES
L:
15
years
fo
r re
co
nst
ructi
on
.
---
-----·-
-
HOT
MIX
ASPH
ALT
PAVE
MENT
Page 1
1 o
f 1
8
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Mic
rosu
rfacin
g
Thin
pre
venti
ve m
ain
tenance s
urf
ace tre
atm
ent
use
d t
o s
eal th
e p
avem
en
t, r
educin
g o
xid
ati
on a
nd
weath
eri
ng o
f th
e e
xis
tin
g s
urf
ace. R
oadw
ay c
an
be o
pened t
o tra
ffic
wit
hin
one h
our
under
most
condit
ions.
C
an a
lso b
e u
sed
to f
ill
wheel
ruts
and t
o r
est
ore
pavem
en
t fr
icti
on p
ropert
ies.
Sta
tew
ide s
tandard
.
F
or
ass
ista
nce a
nd i
tem
num
bers
conta
ct
the
Regio
nal
Mate
rials
Engin
eer.
E
SL
: 5
-8 y
ears
Quic
k S
et S
lurr
y
Thin
pre
venti
ve m
ain
tenance s
urf
ace tre
atm
ent
use
d t
o s
eal th
e p
avem
ent,
reducin
g o
xid
ati
on a
nd
weath
eri
ng o
f th
e e
xis
tin
g s
urf
ace. O
nly
for
low
traff
ic v
olu
me r
oadw
ays.
Roadw
ay
can u
suall
y b
e
opened t
o t
raff
ic w
ith
in 3
hours
.
Sta
tew
ide s
tandard
F
or
ass
ista
nce a
nd i
tem
num
bers
conta
ct
the
Regio
nal
Mate
rials
Engin
eer.
E
SL
: 3
- 5
year
s
Seali
ng
cra
cks
in a
sphalt
concre
te p
avem
ent.
S
ea
lin
g i
s a
pre
ven
tive m
ain
ten
an
ce o
pera
tio
n
tha
t fo
rest
all
s in
filt
rati
on
of
inco
mp
ress
ible
ma
teri
al
an
d w
ate
r.
Use
to s
eal
therm
al
cra
cks
that
have o
pened
suff
icie
ntl
y t
o r
eceiv
e w
ate
r and f
ines.
Sta
tew
ide s
tandard
.
S
eali
ng i
s pri
mari
ly d
one b
y c
ontr
act
but
may b
e
done b
y h
ighw
ay m
ain
tenance f
orc
es.
E
SL
: 5
years
.
Pag
e 1
2 o
f 1
8
HO
T
HX
AS
PHAL
T
PAVE
MEN
T
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, RE
MA
RK
S &
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Rep
air
defe
cti
ve H
MA
ov
erl
ay
& P
CC
at
un
derl
yin
g P
CC
join
ts,
Secti
on
63
3 o
f th
e S
tan
dard
Sp
ecif
icati
on
s.
Use
to
rem
ov
e a
nd
rep
air
dete
rio
rate
d a
nd
un
sou
nd
HM
A o
verl
ay
an
d P
CC
in
vic
init
y o
f
PC
C p
av
em
en
t jo
ints
pri
or
to o
verl
ay
.
P
urp
ose
- T
o e
xte
nd
or
ach
iev
e s
erv
ice l
ife o
f
ov
erl
ay
.
Sta
tew
ide s
tan
dard
.
Sup
erp
ave
HM
A w
ith I
ce r
etar
dan
t ad
dit
ive
Use
to
red
uce i
ce a
nd
sn
ow
rela
ted
accid
en
ts i
n
ab
no
rmall
y h
igh
accid
en
t are
as.
Pro
pri
eta
ry ju
stif
icati
on
.
F
or
furt
her
info
rmat
ion c
onta
ct t
he
Mat
eria
ls
Bu
reau
. F
or
warr
an
ts a
nd
/or
gu
ideli
nes.
Pro
du
ctio
n c
old
mil
lin
g o
f H
MA
pav
emen
t.
Item
49
0.1
0.
Pro
vid
es
shap
ing
an
d r
em
ov
al
of
ex
isti
ng
HM
A
pav
em
en
t su
rfaces.
U
se o
n l
arg
e,
hig
h p
rod
ucti
on
mil
lin
g o
pera
tio
ns
of
mo
re t
han
12
,50
0 m
2 w
here
co
nti
nu
ou
s o
r n
ear
co
nti
nu
ou
s m
illi
ng
is
an
ticip
ate
d a
nd
wh
ere
larg
er
mil
lin
g m
ach
ines
(1.8
3 m
dia
m. w
idth
an
d l
arg
er)
are
su
itab
le.
Recla
imed
mate
rial
may
be
recy
cla
ble
.
Sta
tew
ide s
tan
dard
.
Eq
uip
men
t re
ad
ily
av
ail
ab
le.
See E
I 8
9-8
.
Mis
cell
aneo
us
cold
mil
lin
g o
f U
MA
pav
emen
t,
Item
49
0.3
0.
Pro
vid
es
shap
ing
an
d r
em
ov
al
of
ex
isti
ng
HM
A
pav
em
en
t su
rfaces.
U
se w
her
e m
illi
ng is
lim
ited
, in
term
itte
nt
and
/or
rest
rict
ed in
are
a, g
ener
ally
les
s th
an 1
2,5
00
m2
Rec
laim
ed m
ater
ial
may b
e re
cycl
able
.
Sta
tew
ide s
tan
dard
.
Eq
uip
men
t re
ad
ily
av
ail
ab
le.
See E
I 8
9-8
.
Pag
e 1
3 o
f 1
8
HOT
MIX
ASPH
ALT
PAVE
MENT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Rem
ov
ing
old
HM
A o
verl
ay
,
Item
20
2.2
0.
Use
fo
r co
mp
lete
rem
oval
of
an o
ver
lay.
Sta
tew
ide s
tan
dard
.
U
suall
y a
cco
mp
lish
ed
wit
h a
fro
nt en
d l
oad
er.
If su
itab
le, r
ecla
imed
mate
rial m
ay
be c
rush
ed
an
d
recy
cle
d.
Pag
e 1
4 o
f 1
8
P
CC
AN
D H
MA
PA
VE
ME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Uncl
assi
fied
exca
vati
on a
nd
dis
po
sal,
Item
20
3.0
2.
Use
to
co
mp
lete
ly r
em
ove
a p
avem
ent.
Sta
tew
ide
stan
dar
d.
If
su
itab
le t
he
recl
aim
ed m
ater
ial
may
be
cru
shed
and
rec
ycl
ed.
F
or
furt
her
info
rmati
on c
onta
ct
the
Geo
tech
nic
al
Engin
eeri
ng B
ure
au (
GE
B).
Sea
lin
g c
rack
s in
PC
C p
avem
ents
usi
ng
sil
ico
ne.
§7
05
-05
of
the
Sta
nd
ard
Sp
ecif
icat
ions.
Use
d t
o s
eal cr
acks
wher
e exis
tin
g s
eale
rs h
ave
fail
ed o
r w
her
e cr
ack
s ar
e o
therw
ise
unse
ale
d.
Sta
tew
ide
stan
dar
d.
Mai
nte
nan
ce s
eali
ng
do
ne
by
co
ntr
act.
ES
L: S
imil
ar to
res
eali
ng tra
nsv
erse
and
lo
ng
itu
din
al j
oin
ts i
n P
CC
pav
emen
t, s
ee b
elo
w.
Res
eali
ng t
ransv
erse
and
lo
ng
itud
inal jo
ints
in
PC
C p
avem
ents
usi
ng 0
34
05 f
or
longit
ud
inal
Join
ts o
nly
and
sil
ico
ne.
Iten
1s
1850
2.70
1002
M
18
502
.702
002
M
1.8
50
2.7
40
1 M
Use
d t
o r
esea
l tr
ansv
erse
and
lo
ngit
ud
inal
jo
ints
in P
CC
pav
em
ents
.
Sta
tew
ide
stand
ard
.
Res
eali
11
g d
on
e b
y co
ntr
act.
Fo
r w
arra
nts
and
/or
guid
elin
es.
see
El
97
-03
0.
E
SL
: T
ransv
erse
- 8
yrs
.
Lo
ngit
ud
inal -
16 y
rs.
Pag
e 1
5 o
f 1
8
P
CC
AN
D H
MA
PA
VE
ME
NT
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Fil
lin
g s
ho
uld
er
join
t b
etw
een
po
rtla
nd
cem
en
t
co
ncre
te p
av
em
en
t an
d a
sph
alt
co
ncre
te s
ho
uld
ers
,
Item
402.7
507X
X18
Fil
lin
g i
s a
pre
ven
tive
ma
inte
na
nce
op
era
tio
n t
ha
t
fore
sta
lls
infi
ltra
tio
n o
f in
com
pre
ssib
le m
ate
ria
l
an
d w
ate
r.
Use
to
fil
l th
e s
ep
ara
tio
n t
hat
dev
elo
ps
betw
een
the p
av
em
en
t an
d s
ho
uld
er.
Sta
tew
ide s
tan
dard
.
F
illi
ng
is
pri
mari
ly d
on
e b
y h
igh
way
main
ten
an
ce
forc
es
bu
t m
ay
be d
on
e b
y c
on
tract.
E
SL
: 2
years
.
Tack
Coat,
Item
40
7.0
10
2 o
r 40
7.0
103
.
A d
ilu
ted
or
stra
igh
t em
uls
ifie
d a
sph
alt
cem
ent
bo
nd
ing
new
asp
ha
lt c
on
cret
e to
exi
stin
g s
urf
ace
s.
Use
on
po
rtla
nd
cem
en
t co
ncre
te p
av
em
en
t
surf
aces,
asp
halt
pav
em
en
ts w
ith
a m
ille
d s
urf
ace,
an
ag
ed
asp
halt
pav
em
en
t as
lon
g a
s th
e e
xis
tin
g
surf
ace
is n
ot
exce
ssiv
ely f
lush
ed a
nd
bet
wee
n al
l la
yer
s of
HM
A p
avem
ent.
Do n
ot u
se o
n t
he
surf
ace
of p
erm
eab
le b
ase
mat
eria
l
T
ack c
oat
s sh
ou
ld o
nly
be
appli
ed t
o d
ean d
ry
surf
aces.
Sta
tew
ide s
tan
dard
.
T
he d
ilu
ted
em
uls
ion
is
no
t a s
tab
le m
ate
rial.
It
req
uir
es
ag
itati
on
to
main
tain
ho
mo
gen
eit
y.
A
pp
licati
on
ra
tes a
re c
riti
cal.
Tab
le 4
07
-1 o
f th
e S
tan
dard
Sp
ecif
icati
on
s.
N
o s
uit
ab
le s
ub
stit
ute
to
th
e d
ilu
ted
em
uls
ion
has
been
fo
un
d.
Go
od
resu
lts
wh
en
han
dle
d p
rop
erl
y.
See C
on
stru
cti
on
Man
ual
P. 4
07
-1.
Pre
cast
Co
ncre
te H
ead
wall
fo
r 1
00
mm
Late
ral
Ou
tlet P
ipes
Item
18
60
5.2
50
2 M
Use
fo
r p
rote
cti
on
of
10
0 m
m l
ate
ral
ou
tlet
pip
es
for
ed
ged
rain
s. F
oll
ow
gu
ideli
nes
in C
hap
ter
9 o
f
this
man
ual
for
wh
en
to
use
.
Sta
tew
ide s
tan
dard
Pag
e 1
6 o
f 1
8
PC
C A
ND
HM
A P
AV
EM
EN
T
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
E
ST
IMA
TE
D S
ER
VIC
E L
IFE
(E
SL
)
Perf
ora
ted
Co
rru
gate
d P
oly
eth
yle
ne U
nd
erd
rain
Tu
bin
g I
tem
60
5.1
5x
x M
Use
d a
s u
nd
erd
rain
/ed
ged
rain
pip
e f
or
lon
git
ud
inal
dra
ins
on
ty
pic
al
run
s -
usu
all
y 1
00
mm
or
15
0 m
m p
ipe a
re u
sed
.
Sta
tew
ide s
tan
dard
.
Perf
ora
ted
Po
lyv
iny
l C
hlo
rid
e U
nd
erd
rain
Pip
e
Item
60
5.1
6x
x M
Use
d a
s u
nd
erd
rain
/ed
ged
rain
pip
e f
or
lon
git
ud
inal
dra
ins
on
fla
t ru
ns
an
d u
sed
fo
r
late
ral
ou
tlets
wh
en
sti
ffer
pip
e n
ot
av
ail
ab
le.
Refe
r to
Sta
nd
ard
Co
ntr
act
Pay
Ite
m C
ata
log
fo
r
full
Ite
m n
um
ber
an
d f
ull
desc
rip
tio
n.
Pre
fab
ricate
d g
eo
co
mp
osi
te e
dg
e d
rain
,
Item
17
60
5.2
41
0 M
an
d
Item
17
60
5.2
41
1 M
.
Use
to
pro
vid
e d
rain
ag
e a
t th
e e
dg
e o
f ex
isti
ng
PC
CP
. U
ntr
ied
on
HM
AP
at th
is p
rin
tin
g.
Fo
r
ass
ista
nce c
on
tact th
e G
eo
tech
nic
al
En
gin
eeri
ng
Bu
reau
.
Pro
ject
specia
l. R
eq
uir
es
GE
B a
pp
rov
al
via
,
DQ
AB
. (
See E
I 0
1-0
02
)
See C
hap
ter
9 o
f th
is m
an
ual
for
deta
ils.
Ap
pro
pri
ate
fo
r ex
isti
ng
PC
CP
to
be r
esu
rfaced
.
Th
is i
tem
sh
ou
ld n
ot
be p
laced
belo
w a
wid
en
ing
inte
rface.
Un
derd
rain
Fil
ter
Ty
pe
I It
em
6
05
.09
01
M
Ty
pe II
It
em
6
05
.10
0 l
M
Ty
pe I
II
Ite
m 6
05
.11
01
M
Use
d a
s d
rain
ag
e s
ton
e f
or
ed
ged
rain
an
d
un
derd
rain
sy
stem
s. T
yp
e I
or
II a
re ty
pic
all
y
use
d.
Ty
pe I
is
pre
ferr
ed
bu
t T
yp
e I
I sh
ou
ld b
e
use
d i
f in
dir
ect co
nta
ct
wit
h f
ine-g
rain
ed
sub
gra
de.
Sta
tew
ide s
tan
dard
.
Un
derd
rain
Vid
eo
In
specti
on
Item
17
60
5.9
9 M
Use
d t
o i
nsp
ect
ed
ged
rain
s an
d u
nd
erd
rain
s aft
er
co
nst
ructi
on
fo
r q
uali
ty c
on
tro
l. M
ay
be u
sed
fo
r
main
ten
an
ce p
urp
ose
s als
o.
Th
is s
pecif
icati
on
has
on
ly b
een
use
d o
n a
lim
ited
basi
s. V
ideo
in
specti
on
is
reco
mm
en
ded
if
pro
per
dra
inag
e i
s cru
cia
l fo
r th
e p
roje
ct.
C
on
sult
Reg
ion
al
Geo
tech
nic
al
En
gin
eer
for
ap
pro
pri
ate
ness
. C
on
tracts
wit
h l
ess
th
an
20
ou
tlets
are
ex
em
pt
fro
m v
ideo
in
specti
on
.
PC
C A
ND
HM
A P
AV
EM
EN
T
Pag
e 1
7 o
f 1
8
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Ty
pe 2
Asp
halt
Tre
ate
d P
erm
eab
le B
ase
Co
urs
e,
Item
40
2.0
11
90
2.
Use
d a
s a d
rain
ag
e l
ay
er
for
asp
halt
pav
em
en
ts.
Care
sh
ou
ld b
e t
ak
en
to
pre
ven
t co
nta
min
ati
on
or
dam
ag
e d
ue t
o p
lacem
en
t o
r tr
aff
ic.
Sta
tew
ide s
tan
dard
Co
nst
ructi
on
tra
ffic
no
t p
erm
itte
d o
n e
xcep
t fo
r
eq
uip
men
t re
qu
ired
to
pla
ce t
he s
ub
seq
uen
t la
yer.
Cru
shed
Ag
gre
gate
Su
bb
ase
Co
urs
e
Item
17
30
4.9
8 M
Use
d a
s a d
rain
ag
e l
ay
er
for
asp
halt
an
d c
on
cre
te
pav
em
en
ts w
hen
necess
ary
to
pav
e r
igh
t aw
ay
an
d
a t
reate
d p
erm
eab
le b
ase
can
no
t b
e u
sed
.
Sp
ecia
l p
roje
cts
on
ly.
Co
nsu
lt R
eg
ion
al
Geo
tech
nic
al
En
gin
eer
for
ap
pro
pri
ate
ness
.
Su
bb
ase
Co
urs
e
Ty
pic
al
item
s sp
ecif
ied
fo
r su
bb
ase
co
urs
e.
Eac
h R
egio
n m
ay h
ave
a sp
ecif
ic i
tem
th
at i
s
Ty
pe 1
Ite
m 3
04
.02
M
read
ily avai
lab
le.
C
on
sult
th
e R
egio
nal
T
yp
e 2
It
em
30
4.0
3 M
G
eo
tech
nic
al
En
gin
eer
for
ap
pro
pri
ate
ite
m t
o
Ty
pe 3
It
em
30
4.0
4 M
u
se.
Ty
pe 4
It
em
30
4.0
5 M
O
pti
on
al
Ty
pe I
te
m 3
04
.06
M
PC
C A
ND
HM
A P
AV
EM
EN
T
Pag
e 1
8 o
f 1
8
TR
EA
TM
EN
T
AP
PL
ICA
TIO
N
ST
AT
US
, R
EM
AR
KS
&
ES
TIM
AT
ED
SE
RV
ICE
LIF
E (
ES
L)
Su
bb
ase
Co
urs
e
Ty
pe 1
01
1-2
Ite
m 1
73
04
.10
11
99
M
Su
bb
ase
ite
m a
llo
win
g r
ecy
cle
d b
itu
min
ou
s
mate
rial.
R
eg
ion
10
gen
era
lly
do
es
no
t all
ow
recy
cle
d b
itu
min
ou
s m
ate
rial
un
der
HM
A
pav
em
en
t.
Wri
tten
fo
r st
ate
wid
e u
se b
ut
uti
lized
ex
clu
siv
ely
in R
eg
ion
s I 0
an
d 1
1.
Sele
ct G
ran
ula
r S
ub
gra
de
Item
20
3.2
0
Use
d f
or
pla
nn
ed
un
derc
uts
to
pre
ven
t fr
ost
dam
ag
e o
r fo
r so
ft s
ub
gra
des.
Paid
fo
r b
y f
ill
co
mp
acte
d.
Co
nsu
lt R
eg
ion
al
Geo
tech
nic
al
En
gin
eer
for
un
derc
ut
are
as.
Cru
shed
sto
ne w
eep
,
Item
17
20
3.9
90
2.
Use
to
pro
vid
e d
rain
ag
e a
t th
e e
dg
e o
f p
av
em
en
t.
Fo
r ass
ista
nce c
on
tact
the R
eg
ion
al
So
ils
En
gin
eer.
Pro
ject
specia
l.
Ap
pro
pri
ate
fo
r st
eep
gra
des
an
d a
t sa
gs
of
vert
ical
cu
rves.
Cle
an
ing
ex
isti
ng
pav
em
en
t an
d/o
r sh
ou
lders
,
Item
18
63
3.0
6.
Use
to
cle
an
th
e e
xis
tin
g p
av
em
en
t an
d s
ho
uld
ers
surf
aces
pri
or
to t
ack
co
ati
ng
an
d r
esu
rfacin
g.
Pro
ject
specia
l.
T
hese
ite
ms
sup
ple
men
t air
bla
stin
g w
ith
mech
an
ical
cle
an
ing
.
Cle
an
ing
an
d f
illi
ng
jo
ints
an
d c
rack
s,
Item
18
63
3.0
7.
Use
to
cle
an
an
d f
ill
join
ts a
nd
cra
ck
s in
an
ex
isti
ng
pav
em
en
t p
rio
r to
tack
co
ati
ng
an
d
resu
rfacin
g w
ith
asp
halt
co
ncre
te.
Wh
en
it
is d
ete
rmin
ed
th
at
air
bla
stin
g w
ill
no
t
acco
mp
lish
th
e in
ten
ded
pu
rpo
se.
Cle
an
ing
an
d f
illi
ng
pav
em
en
t/sh
ou
lder
join
ts,
Item
18
63
3.0
8.
Use
to
cle
an
an
d f
ill
the l
on
git
ud
inal
inte
rface
betw
een
th
e e
xis
tin
g p
av
em
en
t an
d s
ho
uld
er
pri
or
to t
ack
co
ati
ng
an
d r
esu
rfacin
g w
ith
asp
halt
co
ncre
te.
Th
ey
are
esp
ecia
lly
use
ful
in p
ort
lan
d c
em
en
t
co
ncre
te p
av
em
en
ts t
hat
were
ori
gin
all
y s
eale
d
wit
h p
ref0
1m
ed
neo
pre
ne e
xtr
usi
on
s, w
hic
h
sho
uld
be r
em
ov
ed
fro
m jo
ints
pri
or
to
resu
rfacin
g.
