astm-f714
DESCRIPTION
American Standard Testing MaterialsTRANSCRIPT
Des
igna
tion:
F 7
14 - 9
7 A
ME
WN
SW
ETY
FOR
TES
TIN
G
AN
D W
TE
A~
10
0 B
lvr
Ha*
D
r.. W
est Conshohocken. P
A 1
9428
FD
Bpr
lmed
from
A
nnua
l Bm
k of
AS
TM S
tand
ads.
Cm
A
STM
If
mt
liste
d in
c
mm
t ca
nbin
ed in
dex,
win
app
ear
in th
e ne
xt e
ditio
n.
Stan
dard
Spe
cific
atio
n fo
r P
olye
thyl
ene
(PE
) P
last
ic P
ipe
(SD
R-P
R)
Bas
ed o
n O
utsi
de
Dia
met
er1
This
stan
dard
is is
sued
und
er th
e 6x
ed d
wig
nMio
n F
714;
the
num
ber
imm
edia
tdy
fobw
ing
the
desig
mtio
n in
dica
tes t
bt y
ear
of
orig
inal
ado
ptio
n or
, in th
e cas
t of r
evisi
on. tb
e ytar o
f last r
evisi
on. A
nu
mb
in p
srm
thes
es in
dica
tes t
he y
ear o
f las
t rap
pro
d. A
ar
pcrs
ctip
t eps
ilon
(t)
indi
cate
s an
edito
rial
cha
nge s
iacc
tk M r
evhi
on o
r rc
appm
val.
1. s
cope
1.
1 T
his s
peci
fica
tion
cove
rs p
olye
thyl
ene (PE) pi
pe m
ade
in d
imen
sion
s ba
sed
on o
utsi
de d
iam
eter
s of
90
mrn
(3.5
00
in.)
and
larg
er.
1.2
Thr
ee s
tand
ard
outs
ide
diam
eter
siz
ing
syst
ems
are
deta
iled
one
known as
the
IS0
met
ric system,
one
know
n as
th
e IP
S sy
stem
, and
the
othe
r kno
wn
as th
e D
IPS
syst
em. S
ee
5.2.
5 fo
r gui
delin
es fo
r spe
cial
size
s. 1.
3 T
be p
ipin
g is
inte
nded
for
new
con
stru
ctio
n an
d in
sert
ion
rene
wal
of o
ld p
ipin
g sy
stem
s use
d fo
r the
transport
of w
ater
, mun
icip
al s
ewag
e, in
dust
rial
process l
iqui
ds, e
mu-
en
ts, s
lurr
ies,
etc
., in
bot
h pr
essu
re a
nd n
onpr
essu
re systems.
NO
TE
1-Th
e user m
ust c
onsu
lt th
e m
anuf
actu
rer t
o en
sure
that
any
da
mag
e of
the
pol
yeth
ylen
e pi
pe c
ause
d by t
he m
ater
ial b
eing
tra
ns-
port
ad w
ill n
ot a
ffect
the
senr
ice
life
beyo
nd L
imits
acc
epta
ble t
o th
e us
er.
1.4
All
pipe
s pr
oduc
ed u
nder
this
spec
ifica
tion
are
pres
- su
re-r
ated
. 1.5 This s
peci
ficat
ion
incl
udes
cri
teri
a fo
r ch
oice
of raw
mat
eria
l an
d te
st m
etho
ds f
or e
valu
atio
n of
raw
mat
eria
l, to
geth
er w
ith p
erfo
rman
ce r
equi
rem
ents
and
tes
t m
etho
ds
for d
eter
min
ing
conf
orm
ance
wit
h th
e re
quir
emen
ts.
1.6 Q
ualit
y-co
ntro
l m
easu
res
to b
e ta
ken
by m
anuf
ac-
ture
rs, a
re o
utlin
ed in
the
appe
ndix
as
a no
nman
dato
ry p
art
of t
his
spec
ifica
tion.
1.7
In r
efer
ee d
ecis
ions
, th
e SI
uni
ts s
hall
be u
sed
for
met
ric-s
ized
pip
e an
d in
ch-p
ound
uni
ts fo
r pip
e si
zed
in tb
e IPS
syst
em (A
NSI
B36.10) an
d DIPS s
yste
m. I
n al
l cas
es, t
he
valu
es g
iven
in
pare
nthe
ses
are
prov
ided
for
inf
orm
atio
n on
ly.
1.8 T
he f
ollo
win
g sa
fety
haz
ards
cav
eat
pert
ains
onl
y to
th
e te
st m
etho
ds p
ortio
n, S
ectio
n 6,
of
this
spe
cific
atio
n:
This
sra
ndar
d do
es n
or p
urpo
rt to
add
ress
all
of th
e sa
fety
co
ncer
ns, i
f any
, as
soci
ated
with
its u
se. I
t is
the
resp
onsi
- bi
lity
of t
he u
ser
of th
is s
tand
ard
to e
stab
lish
appr
opria
te
saM
y an
d he
alth
pra
ctic
es a
nd d
eter
min
e th
e ap
piic
abili
ry of
re
gula
tory
Iim
ilatio
ns p
rior
to u
se.
2.
Ref
eren
ced Documents
2.1
AST
M S
tand
ards
: D
123
8 T
est M
etho
d fo
r Flow
Ram
of
The
rmop
last
ics b
y E
xtru
sion
Pla
stom
ete?
1 T
bis
sp
Xa
tic
m is
und
a tbe
juri
dict
ion of ASTM C
omm
ittee
F-17 oo
Pld
c P
ipin
g Sy
stem
s and is
the d
irsc
t nsp
onsi
bilit
y of
Su
hm
mit
tce
F17.
26 o
n O
lefin
Pi
pc.
Cum
nt d
tio
n ap
prow
d A
ug.
10,1
997.
Pub
lishe
d N
ov
em
h 1
997.
Ori
gina
lly
publ
ished
as F
7 1
4 - 8
1. L
ast p
nvio
us ed
ition
F 7
14 - 9
5.
2 A
nnua
l Bo
ok o
jASi
?M S
tand
arci
s, V
olO
8.01
.
D 1
248
Spec
ifica
tion for
Poly
ethy
lene
Pla
stic
s M
oldi
ng
and
Ext
rusi
on M
ater
ials
3 D 1505 Test Method for Density
of
Plas
tics
by
the
Den
sity
-Gra
dien
t Tec
hniq
ue?
D 1
598
Tes
t M
etho
d fo
r T
ime-
t+Fa
ilure
of
Plas
tic P
ipe
Und
er C
onst
ant I
nter
nal Pressure3
D 1
599
Tes
t M
etho
d fo
r Sh
ort-
Tim
e H
ydra
ulic
Fai
lure
Pr
essu
re o
f Pl
astic
Pip
e, T
ubin
g an
d Fi
tting
s3
D 2
122
Tes
t M
etho
d fo
r D
eter
min
ing
Dim
ensi
ons
of
The
rmop
last
ic P
ipe
and
Fitti
ngs3
D
2290
Tes
t M
etho
d fo
r A
ppar
ent
Ten
sile
Str
engt
h of
R
ing
or T
ubul
ar P
last
ics
and
Rei
nfor
ced
Plas
tics
by
Split
Disk
Met
hod3
D
232
1 Pr
actic
e fo
r U
nder
grou
nd I
nsta
llatio
n of
Fle
xibl
e T
herm
opla
stic
Pipe
for
Sew
ers a
nd O
ther
Gravity-Flow
App
licat
ions
3 02412 T
est
Met
hod
for
Det
erm
inat
ion
of
Ext
erna
l L
oadi
ng C
hara
cter
istic
s of
Plas
tic P
ipe
by P
aral
lel-
Plat
e L
oadi
ng3
D28
37 T
est
Met
hod
for Obtaining
Hyd
rost
atic
Des
ign
Basis
for
The
rmop
last
ic P
ipe
Mat
eria
ls3
D33
50 S
peci
ficat
ion
for
Poly
ethy
lene
Pla
stic
s P
ipe
and
Fitti
ngs M
ater
ials
4 F
4 12 T
erm
inoI
ogy Relating t
o Pl
astic
Pip
ing
Syst
ems3
F
585
Pra
ctic
e fo
r In
sert
ion
of F
lexi
ble
Poly
ethy
lene
Pip
e In
to E
xist
ing
Sew
ed
2.2
AN
SI S
tand
ard:
B
36.1
0 St
anda
rd D
imen
sion
s of Steel P
ipe
(IPS?
2.
3 IS
0 St
anda
rds:
16
1 T
herm
opla
stic
Pip
e fo
r th
e T
rans
port
of
Flui
ds
Nom
inal
Out
side
Dia
met
ers
and Nominal
Pre
ssum
6 36
07 P
olye
thyl
ene
Pipe
: T
oler
ance
s on
Out
side
Dia
me-
te
rs a
nd Wall
Thi
ckne
sses
6 44
27 P
olye
thyl
ene
Pipe
s an
d Fi
tting
s fo
r W
ater
Sup
ply
Spec
ific
atio
n6
2.4
Fed
eral
Sza
niia
rd:
Fed. S
td. N
o. 1
23 Marking f
or S
hipm
ent (
Civ
il A
genc
ies)
' -
2.5 Military
Stan
dard
: MIL-STD- 129
Mar
king
for
Shi
pmen
t and
Sto
rage
7 2.
6 C
anad
ian
Stan
dard
:
Ann
ual Bbdc
qfA
STM
Src
vPdo
rdr,
Vol
08.0
4.
An
d Boo
k of
AXEM
Sra
ndar
&, Vol08.02.
Ava
ilabk
fio
m A
mer
icrn
Nat
iona
l Sta
ndar
ds In
stitu
te, 1
1 W
at
42nd
Sm
13
th fl
oor,
New
Yo*
NY 1
0036
. A
vaila
bk fr
om L
ntan
atio
nal O
rph
aIh
for S
tdm
hti
on
. Cea
trnl S
eers
- m
iat.
1, rue
de V
arcm
bc,
Cas
e PP
osta
le 56
, C
H-1
211
Gm
evc
20,
Sw
itzu
imd/
Su
isse
. Ava
ilabl
e frO
m S
tand
adha
tion
Doc
umen
ts O
rder
DaL, B&
4 Se
ctio
n 4
700
Rob
bins
Ave
.. Ph
ilade
lphi
a, P
A 1
9 11 1
-509
4. A
nn: N
POD
S.
TAB
LE 1
P
resaw
Rat
ing .n
d P
mu
ure
Per
fom
snce
Td
Ta
ble
l(a
) S
tand
ard
Res
wra
Rat
lnp
(2.2
)'
TAB
LE l
(c)
Sust
aine
d Pr
essu
re T
wt,
100
0 h
(6.6
2)
HOB
1 O
R41
I
DR
S2.5
1
DR
26
1 D
R21
1
OR
17
I D
R15
.5
I O
R11
I
DR
9.3
1 D
M
1 D
R7.
3
. -
CG
SB 4
1 GP-25M Pipe, P
olye
thyl
ene
for
the
Tra
nspo
rt
of L
iqui
dss
2.7 NSF
Stan
dard
r:
Stan
dard
No.
14
for
PM
c Pi
ping
Com
pone
nts
and
Re-
la
ted
Mat
eria
lsQ
St
anda
rd N
o.
61 f
or D
rinki
ng W
ater
Systems C
ompo
- ne
nts-
Hea
lth
Effects9
3. T
edno
Iogy
3.1
D
@ni
tions
--G
ener
al t
erm
s us
ed i
n this s
mca
tion
are
as d
efin
ed in
Ter
min
olog
y F
4 12
. 3.
2 D
escr
iptio
ns of
Term
s Sp
Mc
to This
Stan
dard
: 3.
2.1
rela
tion
betw
een
dim
ensio
n ra
tio, h
ydro
stuiic
desi
gn
stres
s, an
d hy
dros
tatic
pres
sure
:
8.6
10
11
whe
re:
S
= h
ydro
stat
ic d
esig
n st
ress
, ps
i (or
Fa)
, P
= pressure r
atin
g, psi
(or
Pa),
Do
= av
erag
e ou
tsid
e dia
met
er, i
n. (
or mm),
t =
min
imum
wal
l thickness,
in. (
or m
m),
and
D&
= d
imen
sion
ratio
. 3.2.2
rela
tions
bet
wee
n hy
dros
tatic
des
ign
basi
s an
d h
p
dmta
tic design
stres
s-th
e hy
dros
tatic
des
ign
stress, S,
is
dete
rmin
od b
y m
ultip
lyin
g th
e hy
dros
tatic
des
ign
basis
I (H
DB
) by
tbe
design
fact
or,
n. T
he design
fact
or,
n, ha
s a
valu
e le
ss th
an 1
.0.
DR
9.3
*Pm
ss
ww
~fo
rth
ep
er(
am
an
ce
ttts
t?,a
ed
eri
ve
dn
sM
bw
s:
TatJ
e I@
) Sho
rt-Te
rm R
eseu
reg:
A
llH
DB
,me
diu
~~
-2
50
0p
sif
mr
st
re
ss
AH
H
DS,
mate&&
- 2900 p
si R
w s
tres
s T&
l(c
) Sus
tdne
d pre
ssue fo
r 10
00 h
Is 2
.08
x s
tand
ard
pm
swa d
tln
g, Ta
bb 7
(a) o
r rn
arlm
rn o
f 16
00 p
sl R
ber stress.
sIn
$u
nel
nte
ma
~ ~a
rd
s,
~r
em
g~
be
ex
pm
Wi
n'
W~
(1
b
erm
100
kPa)
.The
W k
rwta
rec
og
nlr
sd
mR
InU
.S.o
rCM
ed
bn
S~
~o
l rm
wic
(So
prac
tice.
2150
25
10
2750
I
I
Uvdhbb f
rom
Gum
diaa
Stpedardr A
swch
tion.
17
8 Rudrk h
uk
d,
i Ra
rdDS
Ont
ario
, &o&
, M9W I
R3.
i A
vaila
ble
fmm
thc N
atio
nal S
anita
tion
Foun
hthn
, P.
O.
Box
1468
, A
m
Arb
or, MI
48 1
06.
HO
B a
nd
NHO
B
Med
lwnd
emR
y H
igh
Uw
Wy
DR
15.5
kPa
4155
48
20
3.2.
2.1
The
hyd
rost
atic
pre
ssur
e ra
ting
of p
ipes
(see
Tab
le
l(a)
) d&
M
in this specification
is b
ad
on th
e us
e of
a
(ser
vice
) des
ign
fact
or (s
ee 2
.3)
of 0
.5 i
n ac
cord
ance
with
the
inst
ruct
ion
give
n in
Tes
t M
etho
d D 2
837.
DR
9 D
R21
kPa
2380
2760
pd
602
gSg
OR
1 1
312
364
399
1250
14
50
1600
Nur
e 2-
This
firctar i
s va
lid f
or w
ater
and
dom
estic
smaee t
rans-
porte
d at
tem
pwat
um u
p to
23%
w
hen
the
pipe
is
inst
aUed
in
acco
rdan
ce w
ith t
he a
ppro
pria
te s
tand
ard
pro
culu
fes
Sm
alle
r de
sign
fa
ctor
s sbo
uld
be a
pplie
d to
systems o
pera
ting a
t big
her t
ern
wra
m o
r hi
gh s
urge
prr
ssur
rs re
sulti
ng F
rom
cha
ngin
g ve
loci
ty o
r whe
re p
ipe
is to
be
used
for
the
tran
spor
t of
ind
ustr
ial e
fflue
nts
know
n to
hav
e so
me
degr
adin
g ef
fect
on
the
prop
ties
of
poly
ethy
lene
, or
whe
re e
rosi
on o
f th
e pi
pe w
all
by t
he f
luid
bei
ng t
rans
port
ed w
ill a
dver
sely
affe
ct t
he
serv
ice
life
of t
he system. The
actu
al c
hoic
e of
des
ign factor fo
r a g
iven
in
stal
latio
n must
be r
ev
id by
the
designing e
ngin
eer,
taki
ng i
nto
acco
unt t
he tr
ansp
orta
tion
and
on-s
ite handling
cond
ition
s, th
e di
ffic
ul-
ties
of s
ite p
repa
ratio
n, t
he c
ontm
chd
s~
ca
tio
m
for trenching,
bedding, h
aunc
hing
, bac
kfilI
in&
and
the
pos
sibi
lity
of d
evia
tion
from
op
erat
ing
at h
ydro
stat
ic p
ress
ures
or
extt
mal
load
con
ditio
ns sp
ecifi
ed
for t
he u
se of
the
pipi
ng s
yste
m. A
furth
er u
noer
tain
ty fa
ctor
sho
uld
be
appl
ied
at the d
esig
ning
cng
hetr
's
disc
retio
n w
here
wan
ante
d by
co
nsid
erat
ion
of th
ese
cond
ition
s
kPa
4310
50
00
DR
32.5
kPa
1725
20
00
DR
17
pd
945
400
DR
7.3
Wa
3450
4000
DR
41
kPa
[ps
i
104
121
128
4.1
Poly
ethy
lene
Plartics, u
sed
to m
ake
pipe
mee
ting
the
requ
irem
ents
of t
his
spec
ifica
tion
are
cate
gori
zed,
by
test
ing,
fo
r lo
ng-t
ern
stre
ngth
and
by
the
anal
ysis
of
resu
lts o
f this
test
ing
to d
eter
min
e th
e hydrostatic
desi
gn b
asis
. Three
cate
gorie
s of
pol
yeth
ylen
e pl
astic
com
poun
ds h
avin
g h
ydm
st
atic
des
ign
basis
of
1250
psi (
8.6
MPa
), 14
50 p
si (
10 M
Pa),
or 1
600
psi (
1 I
MPa
) as
cate
goriz
ed in
Tab
le 2
sha
ll be
used
for t
he m
anuf
actw
e of
pip
e un
der t
his s
peci
ficat
ion.
4.
2 C
ompo
und-
The
resi
n co
mpo
unds
use
d shall
mee
t th
e ge
nera
l ph
ysic
al r
equi
rem
ents
'Wed
in
Spec
if ca
tion
D 3
350,
exc
ept
that
the
hyd
rost
atic
des
ign
basis
sha
ll be
in
pd
625
725
kPa
1Q95
12
70
Dm
6
@
250
290
kPa
2155
25
00
kPa
5475
89
50
pd
500
580
880
1WO
2240
25
95
2870
445
52Q
55
2
psl
159
184
kPa
1380
16
00
pd
312
363
pel
794
921
125
115
895
1040
11
03
psi
200
232
325
376
416
64
75
80
131
150
16U
2840
32
75
3640
570
655
701
412
478
528
1125
13
00
1379
83
98
102
162
189
200
720
830
883
1235
14
35
1580
179
208
229
1790
20
80
2207
260
302
320
TAB
LE 2
H
ydm
stet
ic D
erig
n B
ads
Mln
imm
Mt
ed
LTH
S Va
lueA
t-t
ydro
stat
ic D
BSl
gn B
asis
MPa
psi
MP
a
1200
(8
.3)
1250
(8
.61
1390
(9
.6)
1450
(40.0)
1530
fl0
.W
1600
t1
1.0)
acco
rdan
ce w
ith 4
.1
and
Tab
le 2
of
this
spe
cific
atio
n. T
he
poly
ethy
lene
com
poun
ds shall b
e co
lor
and UV s
tabi
lizer
C
ode
C (b
lack
with
2 %
minimum c
arbo
n bl
ack)
or
Cod
e E
(c
olor
ed w
ith W
sta
biliz
er)
as s
peci
fied
in S
peci
ficat
ion
D 3
350.
4.
2.1
The
80°
C s
usta
ined
pre
ssur
e pe
rfor
man
ce r
equi
re-
ments
of 5
.3.3
(p
ipe
test
ca
tego
ry i
n T
able
3)
are
not
curr
ently
in
PE m
ater
ial S
pecS
catio
ns D
124
8 or
D 3
350.
T
o id
entif
y th
e co
rrec
t pip
e te
st c
ateg
ory
(C1
to C
7), t
he P
E
mat
eria
l bas
e re
sin d
ensi
ty a
nd m
elt i
ndex
mus
t be
obta
ined
fr
om the P
E m
ater
ial
supp
lier.
NO
TE
3iC
amrn
ittee
F-17
has q
uest
ed th
at C
omm
ittee
D-20 ad
d th
e 80
% su
stai
nbd
pres
sure
per
form
ance
requ
irem
ents
to S
pedi
cati
ons
D 1
248
and D 3350.
NO
TE 4-
Thc
hy
lmta
tic
desig
n ba
sis o
f 14
50 p
si (
10 M
Pa) i
s no
t in
clud
ed i
n th
e ce
ll cl
assif
icat
ions
of Prom
6,
in T
able
1
of
Spec
ifica
tion D 3
350.
How
ever
, it i
s an
inte
rnat
iona
lly re
cogn
ized
val
ue
and
is u
sed
in th
e fo
rm of
a s
tand
an.&
&
design
of 7
25 p
si (
5 M
Pa)
in m
any
natio
nal
and
inte
rnat
iona
l st
anda
rds
outs
ide
of t
he U
nite
d St
ates
. inc
ludi
ng IS
0 44
27 a
nd C
GSB
41-
GP-
2SM
.
4.3
Rew
ork
Muf
eria
l-Cle
an
poly
ethy
lene
com
poun
d re
clai
med
from
the
man
ufac
ture
is o
wn
pipe
pro
duct
ion
may
be
ree
xtru
ded
into
pip
e, e
ither
alo
ne o
r bl
ende
d w
ith n
ew
com
poun
d of
the
sam
e ce
ll cl
assi
ficat
ion.
Pip
e co
ntai
ning
the
rew
ork
mat
eria
l m
ust
mee
t al
l th
e m
ater
ial
and
prod
uct
requ
irem
ents
of this sp
ecifi
catio
n.
4.4
Cel
l C
lass
ijica
tion
of P
olye
thyl
ene
Pip
e M
ater
iaIs
- Po
lyet
hyle
ne m
ater
ials
suita
ble
for u
se in
the
man
ufac
ture
of
pipe
und
er th
is s
peci
ficat
ion
shal
l be
clas
sifie
d in
acc
orda
nce
with
Spe
cific
atio
n D
335
0, a
nd as
show
n in
Tab
le 4
, fo
r ex
ampl
e, fo
r a
poly
ethy
lene
mat
eria
l hav
ing
a HDB o
f 12
50
psi
(8.6
M
Pa),
the
base
res
in d
ensi
ty m
ust
have
a c
ell
clas
sific
atio
n of
2 o
r 3; t
he m
elt i
ndex
ell
clas
sific
atio
n m
ust
be 1
, 2, o
r 3,
etc
.
5. R
equi
rem
ents
5.
1 W
orkm
anrh
ip-T
he
pipe
sh
all
bc homogeneous
thro
ugho
ut a
nd e
ssen
tially
uni
form
in
colo
r, op
acity
, de
n-
sity,
and
othe
r pr
oper
ties.
The
ins
ide
and
outs
ide
surf
aces
sh
all b
e se
mim
atte
or
glos
sy in a
ppea
ranc
e (de
pend
ing o
n th
e ty
pe o
f pl
astic
) and
free
of c
halk
in&
sticky, o
r tac
ky m
ater
ial.
The
sur
face
s sh
all b
e fr
ee o
f ex
cess
ive
bloo
m,
that
is,
slig
ht
bloo
m i
s ac
cept
able
. The
pip
e w
alls
sha
lI be
fre
e of
cra
cks,
ho
les,
blis
ters
, voi
ds,
fore
ign
incl
usio
n, o
r oth
er d
efec
ts th
at
are
visi
ble
to t
he n
aked
eye
and
tha
t m
ay a
ffec
t th
e w
all
inte
grity
. Holes
delib
erat
ely
plac
ed i
n pe
rfor
ated
pip
e ar
e ac
cept
able
. Blo
om o
r ch
alki
ng m
ay d
evel
op in
pipe
expo
sed
to d
irec
t ra
ys o
f th
e sun
(ultr
avio
let
radi
ant
ener
gy)
for
exte
nded
per
iods
and
, con
sequ
ently
, the
se r
equi
rem
ents
do
not a
pply
to p
ipe
afte
r ext
ende
d ex
posu
re to
dir
ect r
ays o
f the
su
n.
5.2
Dim
ensi
ons
and
Tole
ranc
es:
5.2.
1 O
utsi
de D
iam
eter
s-Th
ese
shal
l be
in
acco
rdan
ce
with
Tab
le 5
(SI u
nits
), T
able
6 (i
nch-
poun
d un
its) o
r Tab
le
7 (i
nch-
poun
d un
its)
whe
n m
easu
red
in a
ccor
danc
e w
ith
Tt%
Met
hod
D 2
122
at any p
oint
not
clo
ser
than
300 mm
(1 1.
8 in
.) to
the
cut e
nd o
f a
leng
th o
f pi
pe. C
ondi
tioni
ng to
st
anda
rd t
empe
ratu
re b
ut
not to
stand
ard
hum
idity
is
required.
5.2.
2 W
all T
hick
ness
es-T
he
min
imum
thic
knes
ses s
tdl
be i
n ac
cord
ance
witb
Tab
le 8
(inc
hes)
, Tab
le 9
(inc
hes)
, or
Tab
le 1
0 (i
nche
s) w
hen
mea
sure
d in
acc
orda
nce
wit
h T
est
Met
hod
D 2
122.
Con
ditio
ning
to s
tand
ard
tem
pera
ture
but
no
t to
sta
ndar
d hu
mid
ity i
s re
quir
ed.
5.2.
3 E
ccen
tric
ity-T
he w
all
thic
knes
s va
riabi
lity
as mea-
sure
d an
d ca
lcul
ated
in
acco
rdan
ce w
ith
Tes
t M
etho
d D
2 12
2 in
any d
iam
etri
cal c
ross
sec
tion
of th
e pi
pe s
hall
not
exce
ed 1
2 %
. 5.
2.4
Tbe-
in-W
hen
measured in
acco
rdan
ce w
ith 5
.2.1
, th
e ou
tsid
e di
amet
er a
t th
e cu
t en
d of
the
pip
e sh
all
not
be
mor
e th
an 1
.5%
sm
alle
r tha
n th
e un
dist
orte
d ou
tsid
e di
am-
eter
. Mea
sure
men
t of
the
undi
stor
ted
outs
ide
diam
eter
shal
l
TAB
LE 3
17
B°F
(M
°C)
Sust
aine
d P
ress
ure
Req
uire
men
ts to
r W
ater
Plp
eA
-
MH
nru
mA
va
mg
eH
wn
,ta
~m
Ps
pe T
est
Cat
eguy
" B
ase
Res
in M
elt Rder ,
Bas
e R
esin
Dw
t~It
y,~
D
123
8 la
110 m
ir)
D 1
505
lola
n3)
S
-725
psi
S
-5sO
psi
S
-43
Sp
sl
whe
re:
P - pres
sure
, psl
g W
Pak
s =
hoo
p s
b,
pd (M
Pa).
D, =
sw
ap
out
side
dii
er
. in.
(rnr
n), a
nd
1 =
min
hum
wal
thi
ckne
ss. I
n. (w
nn).
Sup
plie
r to
det
erm
~ne p
ipe test c
ateg
ory
mt
e
for
his
prod
uct.
Plp
e ca
tego
ries
for
wat
er p
ipe
with
resi
n denSity
belo
w 0
.926
gl
d a ebwe 0
.948
g/m
S w
ill b
e aWed to
tk
tabl
e w
tren
Med
ata are
avaW
h.
TAB
LE 4
C
la
8s
Jf
~d
Po
l~
Pb
0M
1W
ri
at
.
Far H
DB
d
1250
psi
14
50 p
81
1m @
(8
.6 M
Pe)
(1
0 M
Pe)
(11
MP
a)
Ph
~~
an
d C
dlC
bssl
licat
ian
Um
itsar
a:
ass^)
2w
3
2a3
2~
3
Wi'h
4
,2,w
3
3,4
, or5
3,
4, or
5
&X
U&
ma
dJus
4
w5
3
,4, o
r5
4m5
Tens
[le s
tren
gth
2w
3
3.4
, or 5
3.
4. or
5 ES
CR
t,
2,o
r3
3
3
Cd
or
an
dW
~
Ca
E
CU
E
Cw
E
oode
be m
ade
no c
lose
r th
an 1
.5 p
ipe
diam
eter
s or
11.
8 in
. (3
00
mrn
), w
hich
ever
distance is
less
, fro
m th
e cu
t end
of t
he pi
pe.
Und
isto
rted
out
side
dia
met
er s
hall
mee
t sp
ecifi
catio
ns o
n T
able
s 5,
6, o
r 7.
5.
2.5
Spe
cial
Siz
es-W
here
ex
istin
g sy
stem
con
ditio
ns o
r sp
ecia
l loc
al r
equi
rem
ents
mak
e ot
her
diam
eter
s or
dim
en-
sion
ratio
s nec
essa
ry, o
ther
size
s or d
imen
sion
ratios, o
r both,
shal
l be
acce
ptab
le f
or e
ngin
eere
d ap
plic
atio
ns w
hen
mut
u-
ally
agr
eed
upon
by
the
cust
omer
and
the
man
ufac
ture
r, if
the
pipe
is
man
ufac
ture
d fr
om p
last
ic c
ompo
unds
mee
ting
the
mat
eria
l re
quir
emen
ts o
f th
is s
peci
ficat
ion,
and
the
st
reng
th a
nd design
requ
irem
ents
are
cal
cula
ted
on th
e same
basis
as
thos
e used i
n th
is s
peci
ficat
ion.
For
dia
met
ers
not
show
n in
Tab
les
5, 6
, or
7, t
he to
lera
nce
shal
l be
the same
perc
enta
ge a
s tha
t sho
wn
in th
e co
rres
pond
ing
tabl
es fo
r th
e ne
xt s
mal
ler
hte
d s
ize.
Minimum w
all
thic
knes
ses
for
DR
s no
t sho
wn
in T
able
s 8,
9, o
r 10
sha
ll co
mpl
y w
ith 3
.2.2
and
th
e to
lera
nce
shal
l com
ply with 5
.2.3
. 5.
3 Pr
essu
re T
est P
erfr
man
ce:
Nm
e 5-
The
nquim
nen
ts o
f 5.
3.1
and
5.3.2
are fot
labo
rato
ry
pm
of-t
dn
g on
ly a
nd s
hd
d n
ot be
intu
ptc
d as
app
licab
le to
in
situ
test
ing
for
acce
ptan
ce o
f in
stal
led
syst
ems.
Set a
ppro
pria
te in
stal
latio
n st
anda
rds
or m
anuf
actu
rer'
s rt
oom
men
datio
ns fo
r fie
ld t
ffti
ng p
rom
du
rc.
5.3.
1 S
hor
t-T
m P
ress
uriz
utio
n-T
he
pipe
sha
ll no
t ru
p
ture
, lea
k, nor e
xbib
it lo
caliz
ed d
efor
mat
ion
whe
n te
sted
in
TAB
LE 5
O
Ws
Dkm
etam
an
d T
ok
ms
TAB
LE 6
O
ubld
e D
irmet
era
md
Yol
ernn
ces
IPS
Win
g S
yste
m (A
NSI
836
.10)
~
Ou
kJ
de
Dla
me
tsn
,h.
YE:,??
-grin
Ave
rage
Td
erar
oe
fin
.
acco
rdan
ce w
ith 6
.2.1
at t
he p
ress
ures
given i
n T
able
l(b)
. 5.
3.2
Sust
aine
d Pr
essu
re--
The
pi
pe
shal
l no
t ru
ptm
, le
ak,
nor
exhi
bit
loca
lized
def
orm
atio
n (b
allo
onin
g) when
test
ed in
acc
orda
nce w
ith 6
.2.2
for
a p
erio
d of
100
0 h
at th
e pr
essu
re g
iven
in T
able
l(c
).
5.3.
3 E
leva
ted
Tem
pmal
ure
Sust
aine
d Pr
essu
re-T
he
av-
erag
e fa
ilure
tim
e m
ust meet
or e
xcee
d th
e sp
ecifl
ed min-
imum
ave
rage
failu
re ti
me
in T
able
3 fo
r bo
th h
oop
stre
sses
of
a g
iven
pi&
te
st c
ateg
ory,
whe
n te
sted
in a
ccor
danc
e with
6.2.
3.
5.4
App
aren
t T
ensil
e St
reng
th at
Yie
ld-F
or
pipe
size
s ab
ove
3-in
. (9
0-m
m)
nom
inal
dia
met
er,
the
Shor
t-Ter
m
Pres
suriz
atio
n T
est,
6.2.
1, m
ay b
e re
plac
ed b
y th
e ap
pare
nt
ring
ten
sile
stre
ngth
test
(T
est
Met
hod
D 2
290)
. T
he min-
imum
app
aren
t ten
sile
strength
at y
ield
whe
n de
term
ined
in
acco
rdan
ce w
ith 6
.2.4
shall be
2520
psi
(17
.4 M
Pa).
mn
In.
mh
m
A
90
3.54
3 90
90.8
TA
BLE
7
Ou
kid
e D
bm
tm an
d To
lera
nces
TABLE
8 M
fnhw
m W
all -
8s
NO
TE &
It
is m
mm
cnde
d th
at H
DB
for
mat
eria
l c~w
gorh
tion
be
IS0
f 61
Sizi
ng S
yste
m, r
nm
calc
ulat
ed u
sing
hydr
osta
tic tcst
valu
es o
btai
ned
From
the
tes
ting
of
26
21
17
11
spec
imen
s fro
m 3
.54
to 7.87 in.
(90
to 2
00 mm) in
dia
met
er.
OR
41
32
.5
nor^
7-The
hydr
osta
tic d
esig
n ba
sin, r
ecom
men
ded by t
he P
last
ics
Nm
dnal
Pi
pe I
nstit
ute,
may
be
used
ia pressure
ratin
g of
pip
e m
anuf
actu
red
to
Pip
e Si
ze
this q
wS
cati
on.
...
90
...
3.5
4.3
5.3
8.2
110
. -.
3.4
4.2
5.2
6.5
10.0
16
0 ...
4.
9 6.
2 7.
6 9.
4 14
.5
6.2 Product
Req
uire
men
ts Te
sts:
20
0 . -
. 6.
2 7.
7 9.
5 1
.a 18
.2
6.2.
1 S
hor
t-T
m P
ress
uriza
tion
Teso
-The
se
shal
l be
25
0 ...
7.
7 9.
6 I
.
14.7
22.7
cond
ucte
d in
accordance
wit
h Test
Met
hod D 1
599
exce
pt
6. T
est M
etho
ds
6.1
Raw
Mat
eria
l C
ateg
oriz
atio
n-Sa
mpl
e of
pol
yeth
- yl
ene
com
poun
ds f
or u
se i
n th
e m
anuf
actu
re o
f pi
pe u
nder
th
is s
peci
ficat
ion
shal
l be b
econ
verte
d in
to p
ipe
spec
imen
s un
der
cont
rolle
d m
anuf
actu
ring
con
ditio
ns. S
peci
men
s sha
ll be
mea
sure
d in
acc
orda
nce
with
Tes
t M
etho
d D
212
2 to
de
term
ine
the
aver
age
diam
eter
thr
ough
out
and
the
min
- im
um w
all t
hick
ness
. Tes
ts sh
all b
e co
nduc
ted
in a
ccor
danc
e w
ith T
est
Met
hod
D 1
598
at 2
3% i
n a
"wat
er i
nsid
ewat
er
outs
ide"
or
"w
ater
ins
idea
ir o
utsi
de"
envi
ronm
ent.
The
number o
f fa
ilure
poi
nts a
nd th
e pe
riod
of t
estin
g sh
all b
e in
ac
cord
ance
with Test
Met
hod
D 2
837.
that
no
failu
re w
ill h
ave
occw
red
whe
n th
e te
st ~
~~~i
s ra
ised
to
the
valu
e gi
ven
in T
able
l[b
) in
the
pre
scrib
ed
perio
d. T
he t
est
shal
l be
con
duct
ed a
t 73
.4 f 3
.6T
(23
k
2-C
).
6.2.
2 Sustained
Pres
sure
Tes
ts-Th
ese
shal
l be
cond
ucte
d in
acc
orda
nce with
Tes
t M
etho
d D
159
8. T
he te
st p
ress
ure
shal
l be given
in T
able
1 (c
). T
ests
shal
l be
cond
ucte
d in
eith
er
a "w
ater
ins
ide-
wat
er o
utsi
de"
or "
wat
er in
side
-air
out
side
" en
viro
nmen
t at 7
3.4 * 3
.6"F (2
3 f 2
'C).
NO
TE
8: PrrClPtiOll -
tion of sp
ecim
ens b
eing
test
ad u
nder
6.
2.1
or 6
.2.2
should not c
omm
ena until
it is
certa
in th
at d
l enm
ppsd
ai
r ha
s btc
n b
led from t
he w
ater
-fill
ed s
peci
men
s.
6.2.
3 E
Imat
ed
Tem
pera
ture
Tes
r-Det
erm
ine
pipe
tes
t ca
tego
ry in
Tab
le 3
for
a gi
ven
pipi
ng m
ater
ial.
Bas
e resin
mel
t in
dex
is d
eter
min
ed i
n ac
cord
ance
with
Tes
t M
etho
d D 1
238
and
base
res
in density i
s de
term
ined
in a
ccor
danc
e w
ith T
est
Met
hod
D 1
505.
Pre
pare
at
leas
t thr
ee s
peci
men
s as
in 6
.2.2
. T
est
at 1
76°F
(80°
C)
and
the
hoop
str
ess
(5')
spec
ified
in T
able
3 fo
r the
giv
en p
ipe
cate
gory
in a
ccor
danc
e w
ith Test
Met
hod
D 1
598.
Two o
r th
ree
spec
imen
s must
mee
t or
exce
ed th
e sp
ecifi
ed minimum a
vera
ge fa
ilure
tim
e.
Use
wat
er a
s th
e in
tern
al test
med
ium
. 6.
2.4
App
aren
t T
ensi
le P
rope
rlies
-The
p
rod
ure
and
te
st e
quip
men
t sha
ll be
as
spec
ifie
d in
Tes
t Met
hod
D 2
290.
C
ut s
peci
men
s fr
om p
ipe.
Test
a m
inim
um o
f fiv
e sp
eci-
TAB
LE 9
M
hh
tt?
~
Wd1
Th
kk
m
IPS
Sltm
o S
yste
m, i
n. (A
NS
I 836
.1 0
) -
- Dim
ensi
on R
atio
Ncm
[nal
IP
S
Plm
Slr
e
rnPs
mlng
Sys
tem
, h.
men
s. T
his
met
hod
is a
pplic
able
to all
pipe
of n
omin
al 3
-in.
(9
0-m
m) o
utsi
de d
iam
eter
and
larg
er.
7. R
etes
t and
Rej
ectio
n 7.
1 If
the
res
ults
of
any
test
($
do n
ot m
eet
the
req*
m
ents
of
this
spe
cifi
catio
n, t
he t
est(s
) may
be c
ondu
cted
ag
ain
in a
ccor
danc
e w
ith a
n ag
reem
ent between
the
pur-
ch
aser
and
the
sel
ler.
The
re s
hall
be n
o ag
reem
ent t
o lo
wer
th
e m
inim
um
requ
irem
ent
of
the
spec
ific
atio
n by
su
ch
means
as o
mitt
ing
test
s th
at a
re a
par
t of
the
spe
cifi
catio
n,
subs
titut
ing
or m
wn
g a te
st m
etho
d, o
r by
cha
ngin
g th
e sp
ecifi
catio
n lim
its. I
n re
test
ing,
the
prod
uct r
equi
rem
ents
of
this
spe
cific
atio
n sh
all b
e m
et,
and
the
test
met
hods
des
ig-
nate
d in
the
spe
cifica
tion
shal
l be
folio
wed
. If,
upo
n re
test
, fa
ilure
occ
urs,
the
qua
ntit
y of
pro
duct
rep
rese
nted
by
the
test
(s) d
oes
not m
eet t
he re
quir
emen
ts o
f th
is s
peci
fica
tion.
I. C
ertif
icat
ion
8.1
Whe
n sp
ecifi
ed in
the
pur
chas
e or
der
or c
ontr
act,
a m
anuf
actu
rer's
cer
tific
atio
n shall
be f
urni
shed
to
the
pur-
ch
aser
tbat
the
mat
eria
l was m
anuf
actu
red,
sam
pled
, tes
ted,
an
d inspected
in a
ccor
danc
e w
ith this
spec
ifica
tion,
and
has
been
fou
nd to
mee
t the
requ
irem
ents
. Whe
n sp
ecifi
ed in
the
purc
base
ord
er o
r con
trac
t, a
repo
rt o
f the
test
resu
lts s
hall
be
furn
ishe
d. E
ach
cert
ific
atio
n so
fur
nish
ed s
hall
be s
igne
d by
an
aut
hori
zed
agen
t of
the
man
ufac
ture
r.
9. M
arki
ng
9.1 Marking
on th
e pi
pe s
hall
incl
ude
the
follo
win
g an
d sh
all b
e pl
aced
at l
east
at e
ach
end
of e
ach
ship
ped
leng
th o
f pi
pe o
r sp
aced
at i
nter
vals
of
not m
ore than 5
ft (
1.5
m).
9.1.
1 T
he
lette
rs A
STM
fo
llow
ed
by
the
desi
gnat
ion
num
ber
of t
his
spec
ific
atio
n.
9.1.
2 Th
e le
tters
PE
fol
low
ed b
y th
e ce
ll cl
assif
icat
ion
num
ber
(D 33
50)
of the
raw
mat
eria
l co
mpo
und
used
. W
here
the
opt
ion
of u
se o
f th
e 14
50-p
si (
10-M
Pa) HDB
clas
sifi
catio
n ha
s be
en t
aken
, th
e po
sitio
n of
the
six
th d
igit
shal
l be
fde
d w
ith a
das
h (-1
fol
low
ed b
y th
e no
tatio
n 10
M
Pa
Whe
re a
pplic
able
, th
e st
anda
rd t
herm
opla
stic
pip
e m
ater
ials
des
igna
tion
code
(App
endi
x X
3) m
ay b
e us
ed a
s an
alte
rnat
ive
mar
king
. 9.
1.3
Nom
inal
pip
e ou
tsid
e di
amet
er in
mm
or
inch
= in
ac
cord
ance
with
Tab
les
5, 6
, or
7,
and
in t
he d
esig
nate
d si
zing
sys
tem
: "XX m
m ISO," o
r "X
X i
n LPS,"
or "
XX
in
DTP
S." F
or m
etric
out
side
dia
met
er p
ipe,
"IS
O"
may
be
omitt
ed, a
nd f
or in
ches
out
side
dia
met
er p
ipe,
"in
" m
ay b
e re
plac
ed w
ith a
dou
bleq
uota
tion
mark
(").
9.1.
4 D
imen
sion
al ratio
or p
ress
ure
ratin
g,
or
both
, ki
lopa
scal
s or
pou
nd-f
orce
per
squ
are
inch
sho
wn
as "XXX
kPa" o
r "X
XX
psi"
. 9.
1.5
Nam
e or
trad
emar
k of
the
man
ufac
ture
r. 9.
1.6
Prod
uctio
n co
de f
rom
which
loca
tion
and
date
of
man
ufac
ture
r ca
n be
iden
tifie
d.
9.1.
7 Pi
pe in
tend
ed f
or th
e tr
ansp
ort o
f pot
able
wat
er sh
all
also
incl
ude
the
seal
or
mar
k of
the
acc
redi
ted
labo
rato
ry.
(See
Not
e 4.
) 9.
1.8
Pipe
test c
ateg
ory
in a
ccor
danc
e w
ith T
able
3.
10.
Qua
Iity
Ass
nran
ce
10.1
Whe
n th
e pr
oduc
t is
mar
ked
with
thi
s de
sign
atio
n,
F 7
14, t
he m
anuf
actu
rer a
ffir
ms t
hat
the
prod
uct was m
an-
ufac
ture
d, in
spec
ted,
sam
pled
, and
test
ed in
acc
orda
nce w
ith
this s
peci
ficat
ion
and
has
been
fou
nd t
o m
eet
the
requ
ire-
m
ents
of this s
peci
ficat
ion.
SUPP
LE
ME
NT
AR
Y R
EQ
UIR
EM
EN
TS
Thi
s req
uire
men
t app
lies w
hene
ver a
ma
tory
auth
orit
y or
user
cal
ls fo
r the
pro
duct
to b
e us
ed to
conv
ey
or to
be
in c
onta
ct w
ith p
otab
le w
ater
.
S1.
Pota
ble
Wat
er R
equi
rmen
t-Pro
duct
s in
tend
ed f
or
or th
e he
alth
effects p
ortio
n of
NSF
Sta
ndar
d N
o. 1
4 by
an
cont
act
with
pot
able
wat
er s
hall
be e
valu
ated
, te
sted
, an
d ac
cept
able
cer
tifyi
ng o
rgar
hati
on
whe
n re
quir
ed b
y th
e ce
rtif
ied
for
conf
orm
ance
with
AN
SI/N
SF S
tand
ard No.
61
regu
lato
ry a
utho
rity
hav
ing
juris
dict
ion.
GO
YE
RN
ME
NT
/MT
LIT
AR
Y P
RO
CU
RE
ME
NT
The
se re
quir
emen
ts a
pply
onl
y to
fed
erd/
mili
tary
procurement,
not d
omes
tic sa
les
or tr
ansfe
rs.
S2.
Res
pons
ibi&
yfor
Im
pect
ion-
Unl
ess
othe
rwis
e speci-
resp
onsi
ble
for
the
perf
orm
ance
of
alI i
nspe
ctio
n an
d te
st
fied
in t
he c
ontr
act
or p
urch
ase
orde
r, th
e pr
oduc
er i
s re
quir
emen
ts s
peci
fied
here
in. The
prod
ucer
may
use
his
om
or a
ny o
ther
suita
ble
faci
litie
s for
the
perf
orm
ance
of t
he
insp
ectio
n an
d te
st r
equi
rem
ents
spec
ified
her
ein,
unl
ess
the
purc
hase
r dis
appr
oves
. The
pur
chas
er s
hall
have
the
right
to
perf
orm
any o
f th
e in
spec
tions
and
tes
ts s
et f
orth
in
this
sp
ecifi
catio
n w
here
such
ins
pect
ions
m d
eem
ed n
eces
sary
to
ensu
re th
at m
ater
ial c
onfo
rms
to p
resc
ribe
d re
quir
emen
ts.
Nor
e S2
.1-I
n fe
dera
l m
ntra
cts,
tbc
cont
ract
or is
resp
onsib
le for
insp
actio
n.
S3. P
acka
ging
and
Mar
king
for
U.S
. Gov
ernm
ent P
nmtr
e-
men
f: S3
.1 P
acka
ging
-Unl
ess
othe
rwis
e sp
ecifi
ed i
n th
e co
n-
trac
t, th
e m
ater
ials
shal
l be
pack
aged
in
acco
rdan
ce w
ith t
he
supp
lier's
sta
ndar
d pr
actic
x in
a m
anne
r en
suri
ng a
mva
l at
dest
inat
ion
in s
atis
fact
ory
cond
ition
and
whi
ch w
ill b
e ac
- ce
ptab
le to
the
carr
ier a
t low
est r
ates
. C
onta
iner
s an
d pa
ck-
ing
shd
com
ply
with
Uni
form
Fre
ight
Cta
ssifi
catio
n ru
les
on National
Mot
or F
reig
ht C
lass
ifica
tion
rule
s.
53.2
Mar
king
-Mar
king
fo
r sh
ipm
ent shall b
e in
aoc
ord-
an
ce w
ith F
ed.
Std.
No.
12
3 fo
r ci
vil agencies and MIL
STD
- 129
for
mili
tary
age
ncie
s.
Nor
e S3
.1-T
he
incl
usio
n of US. G
ovrm
men
t pr
ocur
cmcn
t ra
quire
mea
ts s
boul
d no
t be
co
nstr
ued
as an
indi
mtio
n th
at t
he U
.S.
Gov
ernm
ent u
ses
or e
adom
s th
e pr
oduc
ts described i
n th
is s
pcif
ica-
tio
n.
AP
PE
ND
IXE
S
(Non
man
dato
ry I
nfor
mat
ion)
It h
as b
een
dem
onst
rate
d th
at p
ipe
stif
fnes
s is
not
a
For
thos
e wishing
to
use
defle
ctio
n co
ntro
l in
co
ntro
lling
fac
tor
in design
of b
urie
d po
lyet
hyle
ne p
ipin
g un
pres
suri
zed
poly
ethy
lene
pip
ing
syst
ems
for
cons
truc
tion
swem
s in
sue
d i
n ac
cord
an=
with
he
ice
D 2
321
or
spec
ifica
tion
purp
oses
, tb
e fo
llow
ing
info
rmat
ion
is p
ro-
equi
vale
nt r
ecom
men
ded
prac
tices
(1 -
15).'
* vi
ded.
'O'l
bc
bol
dtac
e num
bers
m p
mnt
hcse
J refer
to th
e lis
t of d
cm
ce
s a
t the
end
of th
is ~
1C
ati
on
XI.
DE
FLE
CT
ION
CO
NT
RO
L IN
WN
PRE
SSU
RIZ
ED
PO
LY
ET
HY
LE
NE
PIP
ING
SY
STE
MS
X 1.
1 C
ontr
ol o
f def
lect
ion
is a
chie
ved
prim
arily
thro
ugh
cont
rol
of t
he e
arth
wor
k su
rrou
ndin
g bu
ried
sys
tem
s. P
rac-
tic
e D
232
1 sh
ould
be
follo
wed
to a
chie
ve t
his
cont
rol. All
dim
ensi
ons
of p
ipe
spec
ifled
in
this
spe
cific
atio
n may
be
successfully im
alle
d if
this
pra
ctic
e is
follo
wed
. X
1.2
Whe
n po
lyet
hyle
ne p
ipe
is to
be
inst
alle
d by
ins
er-
tion
into
olde
r exi
stin
g pi
pes
or is
to be
laid
whe
re n
o su
ppor
t fr
om
the
surr
ound
ing
envi
ronm
ent
is po
ssib
le,
Prac
tice
F 58
5 sh
ould
be
follo
wed
in m
akin
g a
sele
ctio
n of
app
ro-
pria
te d
imen
sion
rat
io p
ipe
from
this
spea
katio
n. X
1.3
The
ap
prop
riat
e de
gree
of
de
flect
ion
in
buri
ed
pipi
ng
may
be
ca
lcul
ated
us
ing
the
mod
ified
Sp
angl
er
form
ula.
whe
re:
X =
def
lect
ion
(hor
izon
tal o
r ve
rtica
l), in
. (or
mm
), K
= b
eddi
ng w
nsta
nt,
depe
nden
t on
the
supp
ort t
he p
ipe
rece
ives
fr
om
the
botto
m
of
the
trench (
dim
en-
sion
less
), D
, =
def
lect
ion
lag
fact
or (d
imen
sion
less
),
W, =
ver
tical
load
pet
unit
of p
ipe
leng
th, l
bflin
. (or N
/m)
of p
ipe,
PS
=
pip
e st
iffne
ss =
4.472E/(SDR-1)3 w
here
E i
s th
e fle
xura
l mod
ulus
of its
pip
e m
ater
ial (
see Section
4 of
th
is s
peci
ficat
ion)
, psi (
or kPa), a
nd
El
= m
odul
us o
f so
il re
actio
n, d
epen
ding
on
soil
stren
gth
and
degr
ee o
f co
mpa
ctio
n, p
si (
or kPa).
Nm X 1.
1 -Pi
pe
stifT
i~cs
s (PS) m
ay a
lso b
e de
term
ined
by
mea
rum
m
ent
for
datu
m a
t a
wns
tant
5 %
def
lect
ion by
Tes
t M
etho
d D 2
412.
Se
e ap
pend
ix to
Tes
t Met
hod
D 2
412
for
corn
tio
n of
this
test
val
ue to
ot
her d
efle
ctio
n le
vels
.
X1.4
For
purp
oses
of
this
cal
cula
tion,
the
pip
e st
iffne
ss
valu
es g
iven
in T
able
XI.
1 m
ay b
e used.
For specific
data
on
part
icul
ar p
rodu
cts,
con
sult
the
man
ufac
ture
r's l
itera
ture
.
TAB
LE X
1.l
Pip
e S
tmneu
Ran
ger f
or S
pScM
ed M
ater
bls and
DR
Ss,
prl
DR
41
32.5
26
21
17
11
Mod
ulus
, Gel
c-tkn
3
26
61
1
11-2
3 22
-45
71-8
7 17
8558
4
6-8
11-1
6 23-3
1
45-6
1
87-1
20
-92
5 8-
11
16-2
3 31
-46
61-8
9 1-
175
492-
716
X2.
AL
LO
WA
BL
E D
EFL
EC
TIO
N L
IMIT
S
X2.
1 R
esea
rch
repo
rts, i
nclu
ding
case
his
tori
es su
ppor
ting
X2.
2 Wh
en s
aid
supp
ort
is a
chie
ved,
pol
yeth
ylen
e pi
pes
the
follo
win
g in
form
atio
n, a
re o
n fi
le a
t ASTM
Hea
d-
mad
e to
thi
s sp
ecifi
catio
n m
ay d
efle
ct o
r ot
herw
ise
dist
ort
quar
ters
. w
ithou
t kinking
or b
uckl
ing,
and
rem
ain
stru
ctur
ally
sta
ble
up to
20
% or more o
f th
e deal d
iam
eter
. How
ever
, the
lo
wer
the
DR
, the
low
er is
the
am
ount
of
defle
ctio
n w
hich
sh
ould
be
perm
itted
to
ens
ure
that
lon
g-te
rm structural
integrity
is maintained.
The
pip
e m
anuf
actu
rer
shou
ld b
e co
nsul
ted
for t
he s
afe
valu
e fo
r th
e pa
rtic
ular
pip
e m
ater
ial
invo
lved
. In
the absence
of s
peci
fic d
ata
on a
par
ticul
ar p
ipe
mat
eria
l, T
able
X2.
1 pr
ovid
es s
afe
valu
es f
or c
onve
ntio
nal
TAB
LE X
2.1
NO
wa
bb
Ddb
CU
On d M
Pdy
.th-
w,
Sh
wtT
erm
,%
DR
Now
abbD
eM
Clb
l
41
10.9
32
.5
8.6
28
65
21
5.
0 17
4
6
11
39
poly
ethy
lene
pip
e m
ater
ials
. These v
alue
s pr
ovid
e a
safe
ty
fact
or o
f at
leas
t tw
o ag
ains
t los
s of s
truc
tura
l int
egrit
y.
X2.
3 If
there
is no
ext
erna
l su
ppor
t ar
ound
the
pip
e,
stru
ctur
al integrity
of t
he p
ipe
is lik
ely
to b
e lo
st d
ue t
o bu
cklin
g if
defl
ectio
n ex
ceed
s 10
%.
For
sele
ctio
n of
pro
per
DR
, see P
ract
ice F 5
85.
X2.
4 W
hen
poly
ethy
lene
pip
ing
is su
bjec
t to
live
exte
rnal
lo
adin
g at
bur
ied
dept
hs o
f les
s tha
n 4
ft (1
200
mm
), sp
ecia
l pr
ecau
tions
to
ensu
re strong
supp
ortin
g so
iI co
nditi
ons
shou
ld b
e ta
ken.
X2.5 P
olye
thyl
ene
pipe
s ha
ving
hig
h D
R's
will
require
mor
e ca
refu
l ha
ndlin
g in
sto
rage
, tra
nspo
rt, a
nd in
stal
latio
n to
avo
id in
duci
ng p
re-i
nmat
ion
defl
ectio
n. K
inki
ng o
f pi
pe
shou
ld b
e co
nsid
ered
des
truc
tive
dam
age
and
sect
ions
whi
ch
have
been
kink
ed s
houl
d no
t be
ins
talle
d, e
ven
thou
gh n
o le
akag
e is
obs
erve
d.
X3.
STA
ND
AR
D THERMOF%UXIC
PIPE
MA
TER
IALS
DE
SIG
NA
TIO
N C
OD
E
X3.
1 T
he p
ipe
mat
eria
ls d
esig
natio
n cu
de sh
all consist o
f fig
ures
dro
pped
Where
the
hydr
osta
tic d
esig
n st
ress
cod
e the
abbr
evia
tion PE fo
r th
e type o
f pl
astic
, fol
low
ed b
y th
e co
ntai
ns le
ss th
an t
wo
figur
es, a
cip
her shall
be used
befo
re
Spec
ifica
tion
D 1
248
grad
e in
ara
bic
num
eral
s an
d th
e th
e number. Thus a
com
plet
e m
ater
ial c
ode
shal
l con
sist
of
hydr
osta
tic d
esig
n st
ress
in u
nits
of
100
psi w
ith a
ny d
ecim
al
two
lette
rs a
nd f
our figures f
or P
E pl
astic
pip
e m
ater
ials
.
X4.
Q
UA
LlT
Y CONTROL
X4.
1 Visual i
nspe
ctio
n of
eve
ry le
ngth
of
pipe
for
wor
k-
man
ship
def
ects
sha
ll be
&ed
ou
t at
the
man
uf&
Aw
efs
plan
t. M
easu
rem
ents
of
outs
ide
diam
eter
and
wall
thic
knes
s.
shall
be m
ade
for
each
hou
r's p
rduc
tion
or each l
engt
h of
pi
pe,
whi
chev
er is
les
s fr
eque
nt. Tests f
or a
ppar
ent
tens
ile
prop
ertie
s sh
all b
e ca
rrie
d ou
t as
agr
eed
upon
Get
wee
n th
e m
anuf
actu
rer
and
the
purc
hase
r. X
4.2
Len
gths
of
pipe
th
at
are
shor
ter
than
st
anda
rd
ship
ping
len
gths
may b
e bu
tt-fu
sed
to p
rodu
ce s
tand
ard
leng
ths,
Suc
h bu
ilt-u
p le
ngth
s must o
ther
wis
e m
eet a
ll of
the
prod
uct r
equi
rem
ents
of
Sect
ion
5 of
this
spe
dica
tion.
X
4.3
Man
ufac
ture
rs o
f pi
pe s
hall
cond
uct
such
oth
er
qual
ity c
ontr
ol t
ests
as are
appr
opri
ate
to t
heir
man
ufa*
tu
ring
ope
ratio
ns a
nd w
bich
will
pro
vide
ass
uran
ce th
at th
e pr
oduc
t requirements
of 5
.3 w
ill be
met
inst
ead
of t
he a
ctua
l pe
rfor
man
ce o
f th
e sp
ecifi
ed te
sts.
N
m X4.
1-Th
e pr
essw
e tes
ts re
quire
d und
er p
rodu
ct n
~u
irem
ents
rn te
sts f
or p
erfo
rman
a. T
hese
test
s art
not a
dapt
able
do in
plan
t qu
ality
control. Q
ualit
y co
ntro
l tes
ts h
ave
not
been
sta
nd
ard
id b
ecaw
the
requ
irem
ents
for such te
sts
vary
sub
stan
Wy
from
one
man
ufac
turin
g pl
ant t
o an
othe
r.
RE
FER
EN
CE
S
(1)
Wat
kins
, R K.,
and
Smith
, A
. B.,
AW
WA
Jou
md,
Sep
tem
ber
Soils
, ASTM
STP
523,
197
3.
1973
, p.
588.
(9
) Jaa
skel
aine
n, H
., Pub
No.
6,
Tec
hnica
l R
csca
rch
&nt
er of
(2)
Uta
h St
ate
Uai
wsi
ty-W
stki
ns, Du P
OM
of Canada (
Rm),
Finl
and,
Hels
inki
, 19
73.
Aug
ust
1973
. (1
0) H
ofer
. H.,
Publ
icut
ion No.
234
exw
rpi
pp.
3243
. H
aus da
(3)
Gau
be, H
ofer
, Mul
lu, T
edin
id P
oper
, Far
bwde
Hae
dut,
1969
. T
cchn
ik Vortmgsvwoffentlichungm.
(4) U. L
usch
er,
M.I.
T.,
Jolu
nal
soil M**
ASC
E* V
ol g
2$
(11)
Mol
in, J
., Pub. No. V
AV
P-16, Sw
edis
h W
ater
and
Wad
e-W
ater
N
ovem
ber
1966
. F
~m
,
Janu
ary
197 1
. (5
) B-
mtio
a -
9 (1
2)
Wat
kins
, Szp
ak,
and
Ah
an
, h
enfa
tio
n to
ASTM P
I7,
Uta
h A
WW
A J&
, S
um
my
Rep
ort,
Sept
embe
r 19
74.
Stat
e U
nive
rsity
. (6
) Ga
uk
Hof
m,
Md
er,
Tw
hica
l A
rtic
le,
Kun
slofle
t Fa
rbw
e*
(13)
M-
and
mube, -
Ofi
(2
pM
s),
-hu
t fur
Hoe
chst
, Oct
bber
197
1.
Ku
ast
off
evm
- Ja
uuar
y/Sq
mnb
er 1
968.
M
oLin
' ''* M
wuss
a?
Scad
ha*
Stud
y*
(14)
R
ia, F
. G.,
Sm
mar
y R
epoa
, SPI
Can
ada
Pipe
and
Fin
@ Div.,
May
196
9.
(8)
Scli&
E. T..
and Ledd R
S., &
, W
uat
ioP
r dR
eiaciv
c D
ensi
ty
Nov
embe
r 19
73.
and
R&
in
mjefts
Iavo
(~in
g C
&ei
~n
les
(15)
J-n,
L. E
-v N
WG
Re
m, W
B, S
tao
lm, J
um 1
973.
~A
me
rI
ca
nS
oe
lw
y~
T~
~M
~a
fs
t~
no
~l
on
1(
~~
pe
cU
rr
gf
fr
sv
~~
c4
an
y~
rl
g3
?h
~I
n~
la
n
wllh
my
tern
mW
In
ihh
smdw
d. U
sers
of th
ls s
land
ard am e
xpn
rsjl
y a!
Med
that
~l
ne
lb
n
ot th
e W
M@
d m
y su
ch
patm
m
ts, m
d th
e rk
k ol l
nt
rl
m of
such
f@ht
s, are
entk
ely
thelr
aw
n re
spon
sit?
iIRy.
TMsstandardIb~lorevXskn~~ytimebythe~bkrtedKllcal~Mdmtk,~dvwy~ysarsdvld
Hnotm
W, s
llher
reap
prov
edor
wllh
draw
n. Y
~d
~r
~~
~e
inv
ite
d~
ha
rf
wo
r~
dth
r,s
tan
da
rd
wf
we
dd
~s
lwd
ar
ds
and
sW
be
8W
nrs
sed b
AST
M ~
~e
rs
.
Your
cm
mm
ls w
lll m
cdw
c&
wlv
l co
nM
mtI
6n
el a
mss
tlng
of t
he m
ponsl
bb
tsch
nlca
, com
mtte
e, w
hlch
you
may
atte
nd. /f yw
fe
d rh
dl y
w ~w
nm
en
ts hs
ve n
ot r
eceh
red
6 Ie
lr he
srIn
g y
w sh
ould
mak
e y
wr
view
s k
mn
to th
a ASTM C
mm
Mtw
m W
ar&
, 10
0 B
iln H
afbc
r Drh
, W
esi C
mh
ohoc
ken
, PA
1942
8.