the field tested materials acceptance guide...the field tested materials acceptance guide this guide...
TRANSCRIPT
OD
OT
Qua
lity
Ass
uran
ce P
rogr
am
O
ctob
er 2
015
HO
W T
O U
SE
THE
FIEL
D T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
This
gui
de s
umm
ariz
es t
he t
estin
g re
quire
men
ts f
or v
ario
us m
ater
ials
use
d in
the
con
stru
ctio
n of
OD
OT
proj
ects
. I
t in
dica
tes
wha
t tes
ts m
ust b
e pe
rform
ed, w
ho m
ust p
erfo
rm th
em, a
nd h
ow fr
eque
ntly
they
mus
t be
perfo
rmed
. It
incl
udes
m
ater
ials
whi
ch a
re s
ampl
ed a
nd te
sted
in th
e fie
ld a
nd m
ater
ials
whi
ch a
re fi
eld
sam
pled
but
sen
t els
ewhe
re fo
r tes
ting.
W
hen
a co
ntra
ct r
equi
res
Qua
lity
Con
trol (
QC
) by
the
Con
tract
or, s
ampl
es t
hat m
ust
be s
ent
else
whe
re f
or t
estin
g ar
e de
liver
ed to
the
Pro
ject
Man
ager
alo
ng w
ith th
e S
ampl
e D
ata
She
et (
Form
734
-400
0).
Exa
mpl
es o
f thi
s an
d ot
her
test
re
port
form
s ar
e in
Sec
tion
3 of
this
man
ual.
Mat
eria
ls in
this
gui
de a
re li
sted
in th
e nu
mer
ical
ord
er o
f the
Sta
ndar
d S
peci
ficat
ions
and
the
proj
ect s
peci
al p
rovi
sion
s.
To f
ind
the
test
ing
requ
irem
ents
for
a p
artic
ular
mat
eria
l, fir
st d
eter
min
e w
hat
it w
ill be
use
d fo
r an
d th
en r
efer
to
the
appr
opria
te S
peci
ficat
ions
Sec
tion
for t
hat p
rodu
ct.
For e
xam
ple,
to lo
ok u
p te
stin
g re
quire
men
ts fo
r agg
rega
te to
be
used
in
asp
halt
conc
rete
pav
ing,
refe
r to
Sec
tion
0074
5.
D
efin
ition
s SO
UR
CE
REV
IEW
/PR
OD
UC
T C
OM
PLIA
NC
E TE
STIN
G –
Ref
er to
Sec
tion
4(A
) fo
r ad
ditio
nal e
xpla
natio
n.
Cer
tain
QC
te
sts
on a
ggre
gate
s fa
ll in
to th
is c
ateg
ory.
The
y ar
e id
entif
ied
in th
is s
ectio
n by
the
wor
ds “P
rodu
ct C
ompl
ianc
e.”
SAM
PLE
SIZE
S –
Ref
er t
o Se
ctio
n 4(
C)
for
guid
ance
on
mat
eria
l sa
mpl
e si
zes,
con
tain
ers,
and
lab
elin
g.
Alth
ough
de
sign
ed f
or t
he O
DO
T C
entra
l M
ater
ials
Lab
orat
ory
(OD
OT-
CM
L),
it is
a g
ood
guid
e fo
r sa
mpl
es b
eing
sen
t to
any
la
bora
tory
. A
SPH
ALT
CO
NC
RET
E M
IX D
ESIG
NS
– If
the
OD
OT-
CM
L is
pre
parin
g th
e A
C m
ix d
esig
n, s
ubm
it sa
mpl
es o
f th
e m
ater
ials
sho
wn
in S
ectio
n 4(
C) o
f thi
s m
anua
l.
OD
OT
Qua
lity
Ass
uran
ce P
rogr
am
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Oct
ober
201
8 __
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____
____
____
TYPE
S O
F TE
STS
The
follo
win
g ty
pes
of te
sts
will
be p
erfo
rmed
by
the
Con
tract
or o
r Eng
inee
r on
mat
eria
ls a
nd p
rodu
cts
requ
ired
for c
ontra
ct w
ork:
1.
Sou
rce
Rev
iew
– T
his
test
type
is a
ddre
ssed
in S
ectio
n 4(
A) o
f thi
s M
anua
l.
The
Eng
inee
r will
test
unp
roce
ssed
mat
eria
l fro
m a
n ag
greg
ate
sour
ce, i
f req
uest
ed b
y th
e C
ontra
ctor
, to
prov
ide
info
rmat
ion
abou
t th
e qu
ality
of m
ater
ial.
Tes
ts w
ill in
volv
e de
grad
atio
n, s
ound
ness
, and
abr
asio
n, b
ut m
ay in
volv
e ot
her t
ests
. Fa
vora
ble
test
resu
lts
do n
ot im
ply
that
pro
cess
ed m
ater
ial f
rom
the
sour
ce w
ill co
mpl
y w
ith s
peci
ficat
ions
afte
r it i
s pr
oces
sed
as re
quire
d fo
r the
pro
ject
.
2. P
rodu
ct C
ompl
ianc
e –
This
test
type
is a
ddre
ssed
in S
ectio
n 4(
A) o
f thi
s M
anua
l. T
he E
ngin
eer w
ill te
st p
roce
ssed
mat
eria
l if
proc
ess
cont
rol t
estin
g in
dica
tes
that
the
proc
esse
d m
ater
ial m
eets
the
cont
ract
qua
lity
requ
irem
ents
. Te
sts
will
invo
lve
degr
adat
ion,
sou
ndne
ss, a
bras
ion,
and
ligh
twei
ght p
iece
s, b
ut m
ay in
volv
e ot
her t
ests
. Th
e m
ater
ial s
hall
not b
e in
corp
orat
ed in
to
the
proj
ect u
nles
s P
rodu
ct C
ompl
ianc
e te
sts
show
favo
rabl
e re
sults
. 3.
Qua
lity
Con
trol
– T
he C
ontra
ctor
will
perfo
rm q
ualit
y co
ntro
l tes
ting
as d
escr
ibed
in S
ectio
n 2
and
spec
ified
in 4
(D) o
f thi
s M
anua
l or
as
mod
ified
by
the
Spe
cial
Pro
visi
ons
or S
uppl
emen
tal S
tand
ard
Spe
cific
atio
ns.
4. V
erifi
catio
n –
The
Eng
inee
r will
perfo
rm V
erifi
catio
n te
stin
g as
des
crib
ed in
Sec
tion
2 an
d sp
ecifi
ed in
Sec
tion
4(D
) of t
his
Man
ual.
N
ote:
The
requ
ired
1 pe
r 10
subl
ot te
stin
g of
Qua
lity
Con
trol
by
the
Reg
ion
QA
is c
onsi
dere
d a
min
imum
freq
uenc
y an
d te
stin
g m
ay b
e in
crea
sed
whe
n de
emed
nec
essa
ry b
y th
e en
gine
er.
Thes
e te
sts
prov
ide
the
basi
s fo
r the
Eng
inee
r’s d
ecis
ion
on a
ccep
tanc
e of
mat
eria
ls a
nd p
rodu
cts.
If I
ndep
ende
nt A
ssur
ance
is to
be
done
on
a m
ater
ial,
a sp
lit o
f the
Ver
ifica
tion
sam
ple
will
be g
iven
to th
e C
ontra
ctor
for t
estin
g.
5. I
ndep
ende
nt A
ssur
ance
– W
here
Inde
pend
ent A
ssur
ance
invo
lves
test
ing,
the
Eng
inee
r will
eval
uate
test
resu
lts fr
om s
plit
sam
ples
to a
ssur
e th
at C
ontra
ctor
test
resu
lts m
eet r
equi
red
para
met
ers.
6.
Vis
ual –
Vis
ual I
nspe
ctio
n: E
xam
inat
ion
and
asse
ssm
ent o
f con
stru
ctio
n m
ater
ials
, by
OB
SER
VATI
ON
, to
dete
rmin
e if
the
mat
eria
ls a
ppea
r to
mee
t the
con
tract
requ
irem
ents
and
are
acc
epta
ble
for i
ncor
pora
tion
into
OD
OT
cons
truct
ion
proj
ects
. V
isua
l in
spec
tion,
whe
n st
ated
in th
e co
ntra
ct, i
s a
met
hod
gene
rally
use
d by
the
Pro
ject
Insp
ecto
r in
lieu
of n
orm
al s
ampl
ing
and
test
ing
of
field
test
ed m
ater
ials
as
defin
ed in
sec
tion
0016
5.00
of t
he S
tand
ard
Spe
cific
atio
ns to
doc
umen
t qua
lity.
Sup
porti
ng d
ocum
enta
tion
for v
isua
l acc
epta
nce
is, a
t a m
inim
um, a
fiel
d in
spec
tion
repo
rt. C
onsu
lt th
e co
nstru
ctio
n co
ntra
ct fo
r oth
er a
ccep
tanc
e do
cum
ent
requ
irem
ents
.
Page 1
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
T 99
3468
(for
Com
pact
ion)
B
ulk
Spe
cific
Gra
vity
T 85
3468
Fa
mily
of C
urve
sR
75
3468
FC
Com
pact
ion
Def
lect
ion
Test
ing
TM 1
5817
93S
Nuc
lear
Gau
ge
T
310
1793
SC
oars
e P
artic
le C
orre
ctio
nT
99D
efle
ctio
n Te
stin
gTM
158
1793
S
Sto
ne E
mba
nkm
ent M
ater
ial
(S
ee S
ec. 3
30.1
6(a)
)G
rada
tion
Com
pact
ion
Def
lect
ion
Test
ing
TM 1
5817
93S
1 pe
r Lay
er
Impo
rted
Tops
oil
Com
plia
nce
40
00S
ee S
ectio
n 4C
Sub
mit
to L
ab (S
ee S
ectio
n 01
040.
14(b
))1/
Sou
rce
& 1
/Typ
e of
Soi
l
SEC
TIO
N 0
0330
- EA
RTH
WO
RK
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
1 te
st p
er 3
ft. i
n de
pth
Exis
ting
Gro
und
Surfa
ceIn
divi
dual
Are
asU
nder
350
0 yd
² or y
d³
Emba
nkm
ents
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
Vis
ual
S
ee S
ectio
n 00
330.
16(b
)
Exca
vatio
ns a
nd F
inis
hed
Subg
rade
1 te
st p
er 1
000
yd²
1 te
st p
er 3
000
yd²
1/S
oil t
ype
1/P
roje
ct
1 te
st p
er 5
00 y
d³1
test
per
300
0 yd
³
See
Tab
le 0
0330
-1
Bel
ow
1 te
st p
er 1
000
yd²
1 te
st p
er 3
000
yd²
TAB
LE 0
0330
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g (E
nglis
h)O
ver 3
500
yd² o
r yd³
1 te
st p
er 1
0 Q
C
Test
s pe
r Tab
le
0033
0-1
Page 2
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te b
ackf
illM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0033
1.10
Vis
ual
Wat
er
Com
pact
ion
Vis
ual
SEC
TIO
N 0
0332
- SU
RFA
CIN
G S
TAB
ILIZ
ATIO
N A
ggre
gate
Bas
eV
isua
l
Com
pact
ion
Vis
ual
SEC
TIO
N 0
0333
- AG
GR
EGAT
E D
ITC
H L
ININ
G A
ggre
gate
S
ampl
ing
R 9
01/
Pro
ject
Red
ucin
gR
76
orS
ieve
Ana
lysi
sT
27/T
11
1792
1/S
ourc
e
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
332
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
331
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
340
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
332.
10
SEC
TIO
N 0
0331
- SU
BG
RAD
E ST
ABIL
IZAT
ION
Page 3
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
nula
r Qui
cklim
eS
ieve
Ana
lysi
sT
2740
001/
Pro
ject
Sub
mit
Cal
cium
Hyd
roxi
de C
onte
nt in
lim
eT
219
4000
orto
1/
Sou
rce
Lab
Hyd
rate
d Li
me
Cal
cium
Chl
orid
e S
odiu
m C
hlor
ide
Por
tland
Cem
ent
Wat
er
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
T 99
(for
Com
pact
ion)
Max
imum
Spe
cific
Gra
vity
C
ompa
ctio
nD
efle
ctio
n Te
stin
gTM
158
1793
S
Def
lect
ion
Test
ing
TM 1
58N
ucle
ar G
auge
T 31
0C
oars
e P
artic
le C
orre
ctio
nT
99
Und
er 3
500
yd²
Ove
r 350
0 yd
² TA
BLE
003
44-1
Fre
quen
cy o
f Qua
lity
Con
trol
Tes
ting
1/P
roje
ct o
r 1/
Sou
rce
Indi
vidu
al A
reas
SEC
TIO
N 0
0344
-TR
EATE
D S
UB
GR
ADE
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0034
4.10
and
Tes
t R
esul
ts C
ertif
icat
e pr
ovid
ed a
ccor
ding
to S
ectio
n 00
165.
35(a
)
1 te
st p
er 1
000
yd²
1793
S
See
Tab
le 0
0344
-1
Bel
ow fo
r Tes
ting
Freq
uenc
y
3468
Fin
ishe
d Su
bgra
de
1/P
roje
ct a
nd 1
Te
st p
er 1
0 Q
C
test
s pe
r Tab
le
0034
4-1
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
340
1 te
st p
er 3
000
yd²
Page 4
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
nula
r Dra
inag
e Bl
anke
tS
ampl
ing
R 9
0R
educ
ing
R 7
6
Sie
ve A
naly
sis
T 27
/T 1
117
92
San
d D
rain
age
Blan
ket
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
/T 1
117
92
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
T 99
3468
(for
Com
pact
ion)
B
ulk
Spe
cific
Gra
vity
T 85
3468
Com
pact
ion
Def
lect
ion
Test
ing
TM 1
5817
93S
Def
lect
ion
Test
ing
TM 1
5817
93S
Nuc
lear
Gau
ge
T
310
Coa
rse
Par
ticle
Cor
rect
ion
T 99
1793
S
Ove
r 350
0 yd
² 1
test
per
300
0 yd
²1
test
per
300
0 yd
²
1 Te
st p
er 1
0 Q
C
Test
s pe
r Tab
le
0036
0-1
See
Tab
le 0
0360
-1
Bel
ow
Exis
ting
Gro
und
Surfa
ce1
test
per
100
0 yd
²U
nder
350
0 yd
²
1/su
blot
min
imum
1/
Sou
rce
per P
roje
ct
SEC
TIO
N 0
0360
- D
rain
age
Bla
nket
sA
sub
lot e
qual
s 10
00 T
ons
TAB
LE 0
0360
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g In
divi
dual
Are
as
Fin
ishe
d Su
rface
s1
test
per
100
0 yd
²
1/P
roje
ct
1 te
st p
er 3
ft. i
n de
pth
1/S
ourc
e an
d Ty
pe
Page 5
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0390
- R
IPR
AP P
RO
TEC
TIO
N F
ill M
ater
ial &
Rip
rap
Gra
datio
n
See
003
90.1
1(c-
1)
Deg
rada
tion
TM 2
08S
ubm
itS
ound
ness
T
104
to
App
aren
t Spe
cific
Gra
vity
& A
bsor
ptio
nT
8518
25La
b
Filt
er B
lank
etG
rada
tion
S
ee 0
0390
.13
Gro
uted
Rip
rap
San
dS
ampl
ing
R 9
0R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
27/T
11
1792
Sou
ndne
ss
T 10
4S
ubm
itLi
ghtw
eigh
t Pie
ces
T 11
3to
Lab
Por
tland
Cem
ent
See
Sec
tion
4(A
)
Vis
ual
See
Sec
tion
4(A
)
See
Sec
tion
4(A
)
Vis
ual
1/P
roje
ct
See
Sec
tion
4(A
)
4000
4000
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Page 6
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0396
-SH
OTC
RET
E SL
OPE
STA
BIL
IZAT
ION
Agg
rega
te P
rodu
ctio
n an
d M
ixtu
reS
ampl
ing
R 9
0(1
) QA
E m
ay w
aive
Red
ucin
gR
76
afte
r 5 s
ublo
ts/s
hifts
(2)(3
) Sie
ve A
naly
sis
T 27
/T 1
1(3
) Fine
ness
Mod
ulus
T
27/T
11
(2) C
oars
e A
ggre
gate
(1
)(2) W
ood
Par
ticle
sTM
225
(See
Sec
tion
0269
0.20
)(3
) San
d E
quiv
alen
tT
176
(3) Fi
ne A
ggre
gate
Sou
ndne
ss
T 10
4(S
ee S
ectio
n 02
690.
30)
Abr
asio
nT
96D
egra
datio
nTM
208
Ligh
twei
ght P
iece
sT
113
Org
anic
sT
21
(2) D
ry R
odde
d U
nit
T 19
1825
Sta
rt of
W
eigh
t18
25C
prod
uctio
n an
d
(2
)(3) B
ulk
Spe
cific
T
84 &
whe
n ch
ange
s in
G
ravi
ty &
Abs
orpt
ion
T 85
aggr
egat
e oc
curs
Por
tland
Cem
ent
Adm
ixtu
res
Mix
ing
Wat
er P
rodu
ctio
n Te
stin
g (S
) Test
Pan
el (S
ee S
ectio
n 00
396.
14)
(S) 3
Cor
es m
inim
um p
er P
anel
Com
pres
sion
Tes
t Cor
esS
treng
thT
2240
00C
Sub
mit
to C
entra
l La
b
See
Sec
tion
4(A
)S
ubm
it to
Cen
tral
Lab
1 pe
r 10
Sub
lots
A S
ublo
t equ
als
1000
Ton
s
1/S
et C
ores
per
Te
st p
anel
1792
4000
Two
Test
Pan
els
per M
ix D
esig
n &
Tw
o P
anel
s pe
r da
ys P
rodu
ctio
n S
ee S
ectio
n 00
396.
14(a
)2
See
Sec
tion
4A
1/S
ublo
t & S
tart
of
Pro
duct
ion
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
040
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
1825
Page 7
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
TR
ENC
H F
OU
ND
ATIO
N -
Exca
vatio
n be
low
gra
de o
nly
S
elec
ted
gene
ral b
ackf
illV
isua
l
Sel
ecte
d gr
anul
ar b
ackf
illV
isua
l
Sel
ecte
d st
one
back
fill
Vis
ual
Oth
er a
ppro
ved
mat
eria
lV
isua
l E
stab
lishi
ng M
axim
um D
ensi
tyD
ensi
ty C
urve
T
9934
681/
Soi
l Typ
e
or A
ggre
gate
Bul
k S
peci
fic G
ravi
tyT
8534
68G
rada
tion
Fam
ily o
f Cur
ves
R 7
534
68FC
C
ompa
ctio
nN
ucle
ar G
auge
T
310
Coa
rse
Par
ticle
Cor
rect
ion
T 99
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
13
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
14
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
15
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
405.
11
1793
S
SEC
TIO
N 0
0405
- T
REN
CH
EXC
AVAT
ION
, BED
DIN
G, A
ND
BAC
KFI
LL
1tes
t per
300
ft. o
f Tr
ench
Page 8
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Bed
ding
3
/8" -
0 P
CC
fine
agg
rega
teS
ampl
ing
R 9
0 (S
ee S
ectio
n 02
690.
30(h
))R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
27/T
11
1792
Com
mer
cial
3
/4" -
0 A
ggre
gate
No.
10
- 0S
ampl
ing
R 9
0 S
and
drai
nage
bla
nket
mat
eria
lR
educ
ing
R 7
6 (S
ee S
ectio
n 00
360.
10)
Sie
ve A
naly
sis
T 27
/T 1
117
92 R
easo
nabl
y w
ell g
rade
d
san
d, m
axim
um 3
/8" t
o du
st
Com
mer
cial
ava
ilabl
e 3/
8"-0
or
No.
10 -
0 sa
nd C
ontin
uous
cra
dle
of C
omm
erci
al G
rade
Con
cret
e
Vis
ual
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Vis
ual
1/S
ourc
e or
A
ggre
gate
G
rada
tion
Vis
ual
1/S
ourc
e or
A
ggre
gate
G
rada
tion
Vis
ual
SEC
TIO
N 0
0405
- T
REN
CH
EXC
AVAT
ION
, BED
DIN
G, A
ND
BAC
KFI
LL (C
ON
TIN
UED
)
Page 9
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Fle
xibl
e Pi
pe
Rig
id P
ipe:
Agg
rega
te B
ase
Sam
plin
gR
90
1
" - 0
or 3
/4" -
0 A
ggre
gate
R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
2717
92 (S
ee S
ectio
n 02
630.
10)
Rig
id P
ipe:
Com
mer
cial
1"-
0 o
r 3/4
" - 0
Agg
rega
te
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve(1
) T 9
934
68
(1) M
etho
d "A
" & O
DO
T TM
223
B
ulk
Spe
cific
Gra
vity
T 85
f
or D
ense
Gra
ded
Bas
e A
ggre
gate
Coa
rse
Par
ticle
Cor
rect
ion
T 99
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
017
93B
Vis
ual
Use
the
List
ed M
ater
ial r
equi
rem
ents
und
er B
eddi
ng
1/S
ourc
e or
G
rada
tion
Pip
e Zo
ne M
ater
ial
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
1/S
ourc
e or
A
ggre
gate
G
rada
tion
1 te
st p
er 3
00 ft
. of
Tren
ch a
nd e
very
1.
5 ft.
of F
ill
SEC
TIO
N 0
0405
- T
REN
CH
EXC
AVAT
ION
, BED
DIN
G, A
ND
BAC
KFI
LL (C
ON
TIN
UED
)
Page 10
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Tre
nch
Bac
kfill
E
stab
lishi
ng M
axim
um D
ensi
tyD
ensi
ty C
urve
(1) T
99
3468
(1
) Met
hod
"A" &
OD
OT
TM 2
23
Bul
k S
peci
fic G
ravi
tyT
8534
68 f
or D
ense
Gra
ded
Bas
e A
ggre
gate
Fa
mily
of C
urve
sR
75
3468
FC
C
ompa
ctio
nN
ucle
ar G
auge
T 31
017
93S
C
oars
e P
artic
le C
orre
ctio
nT
99or
17
93B
(C
) Den
sity
test
ing
is b
ased
on
cum
ulat
ive
linea
l fee
t of p
ipe
plac
emen
t.C
ontr
acto
r mus
t dem
onst
rate
, by
com
pact
ion
test
ing
or a
ccep
tabl
e vi
sual
mea
ns, t
hat t
he m
ater
ial,
equi
pmen
t, an
d pr
oces
s us
ed fo
r co
mpa
ctio
n ac
hiev
es th
e sp
ecifi
catio
n re
quire
men
ts.
If th
e m
ater
ial,
equi
pmen
t, or
pro
cess
cha
nges
, or i
f oth
er c
ondi
tions
indi
cate
a n
on-
spec
ifica
tion
prod
uct,
the
Con
trac
tor m
ust r
e-de
mon
stra
te th
at s
peci
ficat
ion
requ
irem
ents
are
bei
ng a
chie
ved.
Cla
ss C
Bac
kfill
- Cle
an s
and
with
10
0% m
inus
1/4
" mat
eria
l V
isua
l
Vis
ual
1/S
oil T
ype
or
Agg
rega
te G
rada
tion
Cla
ss B
Bac
kfill
- 1"-
0 or
3/4
"-0
Gra
nula
r Mat
eria
l
Cla
ss D
Bac
kfill
- P
it ru
n or
bar
run
mat
eria
l with
3" m
axim
um d
imen
sion
an
d w
ell g
rade
d fro
m c
oars
e to
fine
Cla
ss E
Bac
kfill
- C
ontro
lled
Low
S
treng
th M
ater
ial (
CLS
M)
Cla
ss A
Bac
kfill
- Nat
ive
or c
omm
on
Mat
eria
lM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0064
1
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
43
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
442
(C) 1
test
per
300
ft.
of T
renc
h an
d ev
ery
1.5
ft. o
f Fill
SEC
TIO
N 0
0405
- T
REN
CH
EXC
AVAT
ION
, BED
DIN
G, A
ND
BAC
KFI
LL (C
ON
TIN
UED
)
Page 11
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0430
- SU
BSU
RFA
CE
DR
AIN
S G
ranu
lar D
rain
Bac
kfill
Mat
eria
l
Sam
plin
gR
90
R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
2717
92
Abr
asio
nT
96D
egra
datio
nTM
208
Spec
ial F
ilter
Mat
eria
lSe
e Se
ctio
n 00
430.
46(a
)C
ompa
ctio
n
Mix
ture
Sam
plin
gTM
2A
ir C
onte
ntT
152
Den
sity
(Uni
t Wei
ght)
T 12
1Y
ield
T121
Slu
mp
T 11
9C
oncr
ete
Tem
pera
ture
T
309
Mod
ifier
s A
dmix
ture
s P
ortla
nd C
emen
t
Exc
ept V
isua
l Acc
epta
nce
Item
s S
treng
thT
22 &
T 2
340
00C
(See
sec
tion
0044
0.14
(a))
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
3573
WS
or
4000
C
SEC
TIO
N 0
0440
- C
OM
MER
CIA
L G
RAD
E C
ON
CR
ETE
Stru
ctur
al It
ems
Subm
it To
Lab
See
Sect
ion
4A
See
sect
ion
405
for c
ompa
ctio
n re
quire
men
ts
A Su
blot
equ
als
1000
Ton
s
(M) P
er M
ix D
esig
n &
Sour
ce
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
040
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
030
(M)
(S) 1
Set
/20
yd3
Cum
ulat
ive
(Max
imum
1 S
et/d
ay)
Stre
ngth
T 22
& T
23
4000
C(M
)(S)
1 S
et /
Day
M
inim
um
1/Su
blot
(M
inim
um
1/
Pro
ject
)
See
Sect
ion
4A
(S) 1
per e
ach
set o
f cy
linde
rs
4000
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Page 12
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
CLS
M M
ixtu
reM
ix P
ropo
rtion
sTr
ial B
atch
S
treng
thT
22 &
T 2
340
00C
Mod
ifier
s
Adm
ixtu
res
Por
tland
Cem
ent
Tre
nch
Wor
k
Con
cret
e Bl
ocks
Exca
vatio
n, b
eddi
ng, p
ipe
zone
and
tre
nch
back
fill
See
Sect
ion
0051
0 fo
r pip
es g
reat
er th
an 7
2"
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
040
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
SEC
TIO
N 0
0445
- SA
NIT
ARY,
STO
RM
, CU
LVER
T, S
IPH
ON
, AN
D IR
RIG
ATIO
N P
IPE
- IN
CLU
DED
WIT
H S
ECTI
ON
004
05
SEC
TIO
N 0
0442
- C
ON
TRO
LLED
LO
W S
TREN
GTH
MAT
ERIA
LS (C
LSM
)
Exca
vatio
n, b
eddi
ng, p
ipe
zone
and
tre
nch
back
fill
See
Sect
ion
0040
5 fo
r pip
es le
ss th
an 7
2"
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
030
1/Pr
ojec
t or S
ourc
e
Page 13
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Com
mer
cial
Gra
de C
oncr
ete
in a
ppur
tena
nces
Tre
nch
Wor
k E
xcav
atio
n an
d Ba
ckfil
l T
renc
hes
in U
nsta
ble
Area
s
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve(1
) T 9
9
(1
) Met
hod
"A"
Bul
k S
peci
fic G
ravi
tyT
85
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
Com
pact
ion
Nuc
lear
Gau
ge
T
310
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
540,
with
acc
epta
nce
in
acco
rdan
ce w
ith S
ectio
n 00
540.
17
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
405.
14 a
nd b
e in
corp
orat
ed in
to th
e pr
ojec
t in
acco
rdan
ce w
ith S
ectio
n 00
405.
46 B
ackf
ill M
ater
ial
Gra
nula
r Stru
ctur
al B
ackf
illM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0051
0
3468
B
1793
B
Mat
eria
l and
Ope
ratio
n m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0051
0.48
(d)
Stru
ctur
e Ba
ckfil
l
(S
ectio
n 00
450.
46)
Con
cret
e
SEC
TIO
N 0
0459
- C
AST
IN P
LAC
E C
ON
CR
ETE
PIPE
SEC
TIO
N 0
0450
- ST
RU
CTU
RAL
PLA
TE S
HAP
ED S
TRU
CTU
RES
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Ope
ratio
ns m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0051
0
1 Te
st p
er 1
00 ft
. an
d 1
ft. o
f fill
1/A
ggre
gate
G
rada
tion
and
Sou
rce
Page 14
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0460
- PA
VED
CU
LVER
T EN
D S
LOPE
S
Com
mer
cial
Gra
de C
oncr
ete
SEC
TIO
N 0
0470
- M
ANH
OLE
S, C
ATC
H B
ASIN
S AN
D IN
LETS
Com
mer
cial
Gra
de C
oncr
ete
Exc
avat
ion,
Bac
kfill
and
F
ound
atio
n St
abiliz
atio
n
Com
mer
cial
Gra
de C
oncr
ete
Den
se G
rade
d H
MAC
Mix
ture
Lev
el 2
, (1/
2")
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
744
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
SEC
TIO
N 0
0480
- D
RAI
NAG
E C
UR
BS
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
405
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Bas
e D
rain
Bac
kfill
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
470.
17
Page 15
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Com
mer
cial
Gra
de C
oncr
ete
Hig
h E
arly
Stre
ngth
Con
cret
e
Bac
kfill
Ope
ratio
ns
Bac
kfill
Ope
ratio
ns (R
oadw
ay)
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve(1
) T 9
9
(1
) Met
hod
"A"
Bul
k S
peci
fic G
ravi
tyT
85
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
C
ompa
ctio
nN
ucle
ar G
auge
T 31
0
Bac
kfill
Ope
ratio
ns L
ands
cape
d
or U
nim
prov
ed R
oadw
ays
Top
1.0
' of B
ackf
ill R
egio
n
Res
urfa
cing
Mat
eria
ls
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
SEC
TIO
N 0
0490
- W
OR
K O
N E
XIST
ING
SEW
ERS
AND
STR
UC
TUR
ES
See
Sec
tion
0049
5.40
for M
ater
ial R
equi
rem
ents
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
13
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
11
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 26
30
1793
B
SEC
TIO
N 0
0495
- TR
ENC
H R
ESU
RFA
CIN
G
1 Te
st p
er 1
00 ft
. an
d ev
ery
1.5'
of F
ill
3468
B1/
Agg
rega
te
Gra
datio
n an
d S
ourc
e
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440,
but
cem
ent
cont
ents
adj
uste
d ac
cord
ing
to 0
0490
.11
Bac
kfill
Exc
avat
ions
acc
ordi
ng to
sec
tion
405
Filli
ng A
band
oned
Pip
es, M
anho
les
and
Cat
ch B
asin
s (S
ee s
ectio
n 00
490.
44)
Page 16
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Gra
nula
r Str
uctu
re B
ackf
illS
ampl
ing
R 9
0
(See
Sec
tion
0263
0.10
)R
educ
ing
R 7
6
(1) S
ieve
Ana
lysi
sT
27Fr
actu
re (M
etho
d 1)
T 33
5S
and
Equ
ival
ent
T 17
6
Pro
duct
Com
plia
nce
Abr
asio
nT
96D
egra
datio
nTM
208
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(2) T
99
3468
1/S
oil t
ype
or
Agg
rega
te
(2) M
etho
d "A
" & O
DO
T TM
223
B
ulk
Spe
cific
Gra
vity
T 85
G
rada
tion
for
Den
se G
rade
d B
ase
Agg
rega
te
Coa
rse
Par
ticle
Cor
rect
ion
T 99
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
017
93B
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0510
- ST
RU
CTU
RE
EXC
AVAT
ION
AN
D B
ACK
FILL
Soils
, Soi
l/Agg
rega
te M
ixtu
res
and
Gra
ded
Aggr
egat
esA
Subl
ot e
qual
s 1,
000
Tons
1/S
ublo
t
(M
inim
um 1
/Pro
ject
)17
92(1
) Per
form
a m
inim
um o
f 3 te
sts
QL'
s re
quire
d
4000
See
Sec
tion
4C
1/S
ourc
eS
ubm
it to
Lab
Min
imum
1/
Pro
ject
or
1/S
ourc
e
1/1
00 y
d3
min
imum
1/
proj
ect
Page 17
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
nula
r Wal
l Bac
kfill
Sam
plin
gR
90
(See
Sec
tion
0263
0.11
)R
educ
ing
R 7
6(1
) Sie
ve A
naly
sis
T 27
Frac
ture
(Met
hod
2)T
335
Pro
duct
Com
plia
nce
Abr
asio
nT
96D
egra
datio
nTM
208
(2) D
efle
ctio
n
TM 1
5817
93B
T
estin
g
SEC
TIO
N 0
0510
- ST
RU
CTU
RE
EXC
AVAT
ION
AN
D B
ACK
FILL
(CO
NTI
NU
ED)
Soils
, Soi
l/Agg
rega
te M
ixtu
res
and
Gra
ded
Aggr
egat
esA
Subl
ot e
qual
s 1,
000
Tons
1/S
ublo
t
(M
inim
um 1
/Pro
ject
)17
92(1
) Per
form
a m
inim
um o
f 3 te
sts
QL'
s re
quire
d
4000
See
Sec
tion
4C
1/S
ourc
eS
ubm
it to
Lab
Min
imum
1/
Pro
ject
or
1/S
ourc
e
(2) C
ompa
ctio
n1/
Sub
lot
(Min
imum
1/P
roje
ct)
Not
e: C
ompa
ctio
n m
ust m
eet t
he
requ
irem
ents
of s
ectio
n 00
330.
43c
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
Page 18
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0512
- D
RIL
LED
SH
AFTS
A
ggre
gate
Pro
duct
ion
Sam
plin
gR
90
(1) Q
AE
may
wai
veR
educ
ing
R 7
6af
ter 5
sub
lots
/shi
fts(2
)(3)(4
) Sie
ve A
naly
sis
T 27
/T 1
117
92(4
) Fine
ness
Mod
ulus
T
27/T
11
(1)(3
) W
ood
Par
ticle
sTM
225
(4) S
and
Equ
ival
ent
T 17
617
92
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
D
egra
datio
nTM
208
Ligh
twei
ght P
iece
sT
113
Org
anic
sT
2140
00
(3) D
ry R
odde
d U
nit W
eigh
t T
1918
2518
25C
(3)(4
) Bul
k S
peci
fic
T 84
&G
ravi
ty &
Abs
orpt
ion
T 85
Por
tland
Cem
ent
M
odifi
ers
Adm
ixtu
res
Dril
ling
Slur
ry
Gro
ut M
ixin
g W
ater
A Su
blot
equ
als
1,00
0 To
ns
1/S
ublo
t
&
Sta
rt of
Pro
duct
ion
1 pe
r 10
Sub
lots
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
(3
) Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
See
Sec
tion
4AS
ubm
it to
Lab
See
Sec
tion
4(A
)
(4
) Fin
e A
ggre
gate
(S
ee S
ectio
n 02
690.
30)
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs18
25
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Slu
rry
mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
512.
14 &
00
512.
43(g
)
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
080
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
Page 19
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0512
- D
RIL
LED
SH
AFTS
(CO
NTI
NU
ED)
Por
tland
Cem
ent C
oncr
ete
S
ampl
ing
TM 2
S
lum
pT
119
Proj
ects
und
er 1
00 y
d³ a
ll cl
asse
sC
oncr
ete
Tem
pera
ture
T 30
9
1/Pr
ojec
t rep
rese
ntin
g al
l cla
sses
of P
CC
Den
sity
(Uni
t Wei
ght)
T 12
1Y
ield
T121
W
ater
/Cem
ent R
atio
T 12
1
Pr
ojec
ts o
ver 1
00 y
d³ a
ll cl
asse
s
1/
500
yd³ p
er c
lass
min
imum
1/c
lass
Stre
ngth
T22/
2340
00C
QA
Tes
ting
(M)
(S) 1
per
Sha
ft an
d Te
st a
t m
inim
um
frequ
enci
es
acco
rdin
g to
tabl
e 00
512-
1. R
evie
w
spec
s.
3573
WS
or
400
0C
af
ter r
each
ing
600
yd³
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rsTA
BLE
005
12-1
Fre
quen
cy o
f Qua
lity
Con
trol
Tes
ting
Min
imum
freq
uenc
ies
per C
lass
of c
oncr
ete
base
d on
dai
ly p
rodu
ctio
n re
cord
s.(M
) Per
Mix
Des
ign
& S
ourc
ePr
oduc
tion
Freq
uenc
ies
0 to
100
yd³
on
a si
ngle
day
1 Se
t eac
h da
y
Q
uant
ity O
ver 1
00 y
d³10
0 to
600
yd³
on
a si
ngle
day
1 Se
t per
eac
h 10
0 yd
³ or p
ortio
n th
ereo
fov
er 6
00 y
d³ o
n a
sing
le d
ay1
Set p
er e
ach
200
yd³ o
r por
tion
ther
eof
Page 20
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
ASTM
AASH
TOQ
ualit
yPr
ojec
tR
egio
n M
ater
ials
Con
trol
Man
ager
Qua
lity
Labo
rato
ryAs
sura
nce
Anc
hor S
yste
ms
A
ncho
r Ins
talla
tion
Dem
onst
ratio
n Te
stin
gE
488
5189
(Se
e Se
ctio
n 00
535.
45(a
))
Pro
duct
ion
Test
ing
E 4
8851
89 (
See
Sect
ion
0053
5.45
(b))
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0535
- R
ESIN
BO
ND
ED A
NC
HO
R S
YSTE
MS
A Su
blot
equ
als
50 A
ncho
rs
Anch
or B
olts
, rei
nfor
cing
ste
el a
nd
resi
n (P
olye
ster
, vin
yl e
ster
or e
poxy
)M
ater
ials
mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
535.
10
(A) A
ncho
r tes
ting
is re
quire
d pe
r crit
ical
ele
men
t ide
ntifi
ed in
the
Spec
ial P
rovi
sion
s or
Pla
n D
raw
ings
.
Stre
ngth
of A
ncho
rs in
Con
cret
e E
lem
ents
One
dem
onst
ratio
n Te
st in
clud
es 3
an
chor
s (R
esin
sha
ll be
from
sam
e lo
t)
Vis
ual
Stre
ngth
of A
ncho
rs in
Con
cret
e E
lem
ents
(A) 1
Anc
hor/S
ublo
t
or p
ortio
n th
ereo
f
(M
inim
um 1
/Shi
ft)V
isua
l per
Sub
lot
Page 21
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e S
ECTI
ON
005
40 -
STR
UC
TUR
AL C
ON
CR
ETE
Agg
rega
te P
rodu
ctio
nS
ampl
ing
R 9
0(1
) QA
E m
ay w
aive
Red
ucin
gR
76
afte
r 5 s
ublo
ts/s
hifts
(2)(3
)(4) S
ieve
Ana
lysi
s
T 27
/T 1
117
92(4
) Fine
ness
Mod
ulus
T
27/T
11
(1)(3
) W
ood
Par
ticle
sTM
225
(4) S
and
Equ
ival
ent
T 17
617
92
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
Deg
rada
tion
TM 2
08Li
ghtw
eigh
t Pie
ces
T 11
3O
rgan
ics
T 21
4000
(3
) Dry
Rod
ded
Uni
t Wei
ght
T 19
1825
18
25C
(3)(4
) Bul
k S
peci
fic
T 84
&G
ravi
ty &
Abs
orpt
ion
T 85
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
Mix
ing
Wat
er
(3)
Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
See
Sec
tion
4AS
ee S
ectio
n 4A
Sub
mit
To L
ab
A Su
blot
equ
als
1,00
0 To
ns
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
1825
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs
(
4) F
ine
Agg
rega
te
(S
ee
Sec
tion
0269
0.30
)
1 pe
r 10
Sub
lots
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
1/S
ublo
t
&
Sta
rt of
Pro
duct
ion
Page 22
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0540
- ST
RU
CTU
RAL
CO
NC
RET
E (C
ON
TIN
UED
) P
ortla
nd C
emen
t Con
cret
e
Sam
plin
gTM
2
A
ir C
onte
ntT
152
Proj
ects
und
er 1
00 y
d³ a
ll cl
asse
sS
lum
pT
119
1/
Proj
ect r
epre
sent
ing
all c
lass
es o
f PC
CC
oncr
ete
Tem
pera
ture
T 30
9D
ensi
ty (U
nit W
eigh
t)T
121
Y
ield
T121
Proj
ects
ove
r 100
yd³
all
clas
ses
Wat
er/C
emen
t Rat
ioT
121
1/
500
yd³ p
er c
lass
min
imum
1/c
lass
Stre
ngth
T22/
2340
00C
over
600
yd³
on
a si
ngle
day
(M) P
er M
ix D
esig
n &
Sou
rce
QA
Tes
ting
(M)
(S) T
est a
t m
inim
um
frequ
enci
es
acco
rdin
g to
tabl
e 00
540-
1. R
evie
w
spec
s.
TAB
LE 0
0540
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g
1 Se
t per
eac
h 20
0 yd
³ or p
ortio
n th
ereo
f
Prod
uctio
n
1 Se
t per
eac
h 10
0 yd
³ or p
ortio
n th
ereo
f
Min
imum
freq
uenc
ies
per C
lass
of c
oncr
ete
base
d on
dai
ly p
rodu
ctio
n re
cord
s.
1 Se
t eac
h da
y
af
ter r
each
ing
600
yd³
0 to
100
yd³
on
a si
ngle
day
Freq
uenc
ies
3573
WS
or
400
0C
100
to 6
00 y
d³ o
n a
sing
le d
ay
Qua
ntity
Ove
r 100
yd³
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
Page 23
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Moi
stur
e C
onte
ntT
255/
265
1792
Pol
ymer
Res
in
SEC
TIO
N 0
0556
- M
ULT
I-LAY
ER P
OLY
MER
CO
NC
RET
E O
VER
LAY
Mat
eria
l mus
t mee
t the
requ
irem
ents
of s
ectio
n 00
556.
10
At t
ime
of m
ixin
g th
e po
lym
er re
sin.
See
00
556.
10-b
Page 24
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
(1) Q
AE
may
wai
veS
ampl
ing
R 9
0af
ter 5
sub
lots
/shi
ftsR
educ
ing
R 7
6(2
)(3)(4
) Sie
ve A
naly
sis
T 27
/T 1
117
92(4
) Fine
ness
Mod
ulus
T
27/T
11
(4) S
and
Equ
ival
ent
T 17
617
92
(1)(3
) Woo
d P
artic
les
TM 2
25
(4) F
ine
Agg
rega
te
(See
Sec
tion
0269
0.30
& 0
0559
.10)
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
3O
rgan
ics
T 21
4000
(3
) Dry
Rod
ded
Uni
t Wei
ght
T 19
1825
1825
C(3
)(4) B
ulk
Spe
cific
T
84 &
Gra
vity
& A
bsor
ptio
nT
85
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
Mix
ing
Wat
er
Sub
mit
to C
entra
l La
bS
ee S
ectio
n 4(
A)
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs
See
Sec
tion
4(A
)
(3)
Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20 &
005
59.1
0)
1 pe
r 10
Sub
lots
1/S
ublo
t & S
tart
of
Pro
duct
ion
SEC
TIO
N 0
0559
- SI
LIC
A FU
ME
AND
LAT
EX M
OD
IFIE
D C
ON
CR
ETE
OVE
RLA
YS
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
A S
ublo
t equ
als
500
Tons
. A
min
imum
one
per
shi
ft, w
hich
ever
resu
lts in
th
e gr
eate
st s
ampl
ing
frequ
ency
. (F
or p
repr
oduc
ed a
ggre
gate
s, 1
shi
ft sh
all m
ean
500
Tons
.)
1792
1825
(1)(3
) Elo
ngat
ed P
iece
s
TM
229
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n
Page 25
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SFC
AN
D L
MC
S
ampl
ing
TM 2
Air
Con
tent
T 15
2S
lum
pT
119
Con
cret
e Te
mpe
ratu
re
T 30
9D
ensi
ty (U
nit W
eigh
t)T
121
Yie
ldT1
21W
/C R
atio
T
121
Late
x M
odifi
ed C
oncr
ete
Fine
Agg
rega
te M
oist
ure
T 25
5/T
265
1792
M
ixer
Cal
ibra
tion
SFC
and
LM
CS
treng
thT
22 &
T 23
1 S
et p
er
500
yd3
3573
WS
or
4000
C
See
Sec
tion
0055
9.10
See
Sec
tion
0055
9.22
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
1 pe
r 10
Sub
lots
SEC
TIO
N 0
0559
- SI
LIC
A FU
ME
AND
LAT
EX M
OD
IFIE
D C
ON
CR
ETE
OVE
RLA
YS (C
ON
TIN
UED
)
A s
ublo
t equ
als
1 se
t of t
ests
per
50
yd3
1 / S
ublo
t or
Min
imum
1 p
er S
hift
(M) P
er M
ix D
esig
n &
Sou
rce
4000
C(M
) (S
) 1 S
et C
ylin
ders
pe
r 50y
d3 M
inim
um 1
se
t/shi
ft
Page 26
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Gra
vel L
evel
ing
Pads
Bac
kfill
Abr
asio
nT9
6S
eeS
ubm
itS
ee (S
ee S
ectio
n 02
630.
10)
Deg
rada
tion
TM 2
08S
ectio
n 4A
to L
abS
ectio
n 4A
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
San
d E
quiv
alen
tT
176
Frac
ture
(Met
hod
1)T
335
1792
1/5
Sub
lots
(3
) Mod
ular
Blo
ck C
ore
and
Dra
inag
eS
ound
ness
T
104
4000
Bac
kfill
Abr
asio
nT
96 (P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
Li
ghtw
eigh
t Pie
ces
T 11
340
00(3
) (See
Sec
tion
2690
.20(
a) th
ru26
90.2
0(e)
& 2
690.
20(g
)
(3
) Mod
ular
Blo
ck C
ore
and
Dra
inag
eS
ampl
ing
R 9
0B
ackf
illR
educ
ing
R 7
6
(2) S
ieve
Ana
lysi
sT
27/T
11
1792
(1) Q
AE
may
wai
ve(1
) Woo
d P
artic
les
TM 2
25af
ter 5
sub
lots
/shi
ftsFr
actu
re (M
etho
d 2)
T
335
E
long
ated
Pie
ces
TM 2
2917
92
P
ipe
Dra
in B
ackf
illA
bras
ion
T 96
(Pro
duct
Com
plia
nce)
Deg
rada
tion
TM 2
08(S
ee S
ectio
n 00
430.
11)
S
ieve
Ana
lysi
sT2
740
001/
Sub
lot
Sub
mit
To L
abS
ee S
ectio
n 4C
4000
See
Sec
tion
4C
1792
A Su
blot
equ
als
1,00
0 To
ns
1/S
ublo
t
1/S
ublo
t
SEC
TIO
N 0
0596
A - M
ECH
ANIC
ALLY
STA
BIL
IZED
EAR
TH R
ETAI
NIN
G W
ALLS
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e1/
5,00
0 To
ns M
inim
um 1
/Pro
ject
See
Sec
tion
4C
&
02
690
Sub
mit
To L
ab
4000
A Su
blot
equ
als
1,00
0 To
ns M
inim
um 1
/Pro
ject
See
Sec
tion
4C
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
Page 27
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Gab
ion
Bask
et F
illD
egra
datio
nTM
208
Sub
mit
(Pro
duct
Com
plia
nce)
Sou
ndne
ss
T 10
4to
(S
ee S
ectio
n 00
390.
11(b
))A
ppar
ent S
peci
fic G
ravi
ty &
Abs
orpt
ion
T 85
1825
Lab
Gra
datio
n
Vis
ual
See
Sec
tion
4C
See
Sec
tion
4C
SEC
TIO
N 0
0596
A - M
ECH
ANIC
ALLY
STA
BIL
IZED
EAR
TH R
ETAI
NIN
G W
ALLS
4000
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e1/
5,00
0 To
ns M
inim
um 1
/Pro
ject
Page 28
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
MSE
Gra
nula
r Wal
l Bac
kfill
Abr
asio
nT9
640
00 (P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
(Als
o re
fere
nce
0263
0.10
)S
ieve
Ana
lysi
sT
11
Pla
stic
ity In
dex
T
90
pHT
289
Res
istiv
ityT
288
Org
anic
Con
tent
T 26
740
00
MSE
Gra
nula
r Wal
l Bac
kfill
Sam
plin
gR
90
Red
ucin
gR
76
(1) S
ieve
Ana
lysi
sT
27S
and
Equ
ival
ent
T 17
6
Frac
ture
(Met
hod
1)T
335
1792
Pla
cem
ent
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(1) T
99
3468
(1
) M
etho
d A
B
ulk
Spe
cific
Gra
vity
T 85
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
0
D
efle
ctio
n Te
stin
gTM
158
1793
B1
per l
ayer
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
1/5
Sub
lots
1/A
ggre
gate
G
rada
tion/
Per
S
ourc
e
1793
B
See
Sec
tion
4C
A Su
blot
Equ
als
2,00
0 To
ns
SEC
TIO
N 0
0596
A - M
SE R
ETAI
NIN
G W
ALLS
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
1/S
ublo
t
1792
1/5,
000
Tons
Min
imum
1/P
roje
ct
1/ 1
00 y
d3
(Min
imum
1/d
ay)
Visu
al S
ee s
ectio
n 00
596A
.47(
c-5)
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
See
Sec
tion
4CS
ubm
it to
Cen
tral
Lab
Page 29
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Gra
vel L
evel
ing
Pad
s B
ackf
illA
bras
ion
T96
See
Sub
mit
See
(See
Sec
tion
0263
0.10
)D
egra
datio
nTM
208
Sec
tion
4Ato
Lab
Sec
tion
4A
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
San
d E
quiv
alen
tT
176
Frac
ture
(Met
hod
1)T
335
1792
1/5
Sub
lots
(3) M
odul
ar B
lock
Cor
e an
d D
rain
age
Sou
ndne
ss
T 10
440
00B
ackf
illA
bras
ion
T 96
(Pro
duct
Com
plia
nce)
Deg
rada
tion
TM 2
08
Ligh
twei
ght P
iece
sT
113
(3) (S
ee S
ectio
n 26
90.2
0(a)
thru
2690
.20(
e) &
269
0.20
(g)
(3) M
odul
ar B
lock
Cor
e an
d D
rain
age
Sam
plin
gR
90
Dra
inag
e B
ackf
illR
educ
ing
R 7
6
(2) S
ieve
Ana
lysi
sT
27/T
11
1792
(1) Q
AE
may
wai
ve(1
) Woo
d P
artic
les
TM 2
25af
ter 5
sub
lots
/shi
ftsFr
actu
re (M
etho
d 2)
T
335
E
long
ated
Pie
ces
TM 2
2917
92
Pip
e D
rain
Bac
kfill
Abr
asio
nT
96(P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
(See
Sec
tion
0043
0.11
)
Sie
ve A
naly
sis
T27
4000
1/S
ublo
t
A Su
blot
equ
als
1,00
0 To
ns
1792
1/S
ublo
t
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
See
Sec
tion
4C
&
02
690
A Su
blot
equ
als
1,00
0 To
ns M
inim
um 1
/Pro
ject
Sub
mit
To L
ab
4000
See
Sec
tion
4CS
ubm
it To
Lab
See
Sec
tion
4C
4000
See
Sec
tion
4C
1/5,
000
Tons
Min
imum
1/P
roje
ct
1/S
ublo
t
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
SEC
TIO
N 0
0596
B -
PREF
ABR
ICAT
ED M
OD
ULA
R R
ETAI
NIN
G W
ALLS
Page 30
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Gab
ion
Bas
ket F
illD
egra
datio
nTM
208
Sub
mit
(Pro
duct
Com
plia
nce)
Sou
ndne
ss
T 10
4to
(S
ee S
ectio
n 00
390.
11(b
))A
ppar
ent S
peci
fic G
ravi
ty &
Abs
orpt
ion
T 85
1825
Lab
Gra
datio
n
Vis
ual
SEC
TIO
N 0
0596
B -
PREF
ABR
ICAT
ED M
OD
ULA
R R
ETAI
NIN
G W
ALLS
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e1/
5,00
0 To
ns M
inim
um 1
/Pro
ject
4000
See
Sec
tion
4C
See
Sec
tion
4C
Page 31
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
R
etai
ning
Wal
l Gra
nula
r Bac
kfill
Abr
asio
nT9
640
00 (P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
(Als
o re
fere
nce
0263
0.10
)S
ieve
Ana
lysi
sT
11
Pla
stic
ity In
dex
T
9040
00
Ret
aini
ng W
all G
ranu
lar B
ackf
illS
ampl
ing
R 9
0
Red
ucin
gR
76
(1) S
ieve
Ana
lysi
sT
27S
and
Equ
ival
ent
T 17
6
Frac
ture
(Met
hod
1)T
335
1792
Pla
cem
ent
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(1) T
99
3468
(1
) M
etho
d A
B
ulk
Spe
cific
Gra
vity
T 85
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
0
D
efle
ctio
n Te
stin
gTM
158
1793
B1
per l
ayer
SEC
TIO
N 0
0596
B -
PREF
ABR
ICAT
ED M
OD
ULA
R R
ETAI
NIN
G W
ALLS
1/5,
000
Tons
Min
imum
1/P
roje
ct
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
1/5
Sub
lots
1/A
ggre
gate
G
rada
tion/
Per
S
ourc
e
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
1793
B
A Su
blot
Equ
als
2,00
0 To
ns
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
See
Sec
tion
4CS
ubm
it to
Cen
tral
Lab
See
Sec
tion
4C
1792
1/S
ublo
t
1/ 1
00 y
d3
(Min
imum
1/d
ay)
Visu
al S
ee s
ectio
n 00
596B
.47(
b-6)
Page 32
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Pip
e D
rain
Bac
kfill
Abr
asio
nT
96(P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
(See
Sec
tion
0043
0.11
)S
ampl
ing
R 9
0R
educ
ing
R 7
6
Sie
ve A
naly
sis
T27
4000
1/S
ublo
t
Ret
aini
ng W
all G
ranu
lar B
ackf
ill
R
etai
ning
Wal
l Gra
nula
r Bac
kfill
Abr
asio
nT9
640
00 (P
rodu
ct C
ompl
ianc
e)D
egra
datio
nTM
208
(Als
o re
fere
nce
0263
0.10
)S
ieve
Ana
lysi
sT
11
Pla
stic
ity In
dex
T
9040
00
Ret
aini
ng W
all G
ranu
lar B
ackf
illS
ampl
ing
R 9
0R
educ
ing
R 7
6(1
) Sie
ve A
naly
sis
T 27
1792
Frac
ture
(Met
hod
1)T
335
1792
1/5
Sub
lots
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
See
Sec
tion
4CS
ubm
it to
Cen
tral
Lab
See
Sec
tion
4C
1/5,
000
Tons
Min
imum
1/P
roje
ct
4000
SEC
TIO
N 0
0596
C -
CAS
T-IN
-PLA
CE
CO
NC
RET
E R
ETAI
NIN
G W
ALLS
See
Sec
tion
4CS
ubm
it To
Lab
See
Sec
tion
4C
A Su
blot
Equ
als
2,00
0 To
ns
1/S
ublo
t
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
Page 33
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Plac
emen
t
Ret
aini
ng W
all G
ranu
lar B
ackf
ill
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(1) T
99
3468
(1
) M
etho
d A
B
ulk
Spe
cific
Gra
vity
T 85
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
0
D
efle
ctio
n Te
stin
gTM
158
1793
B1
per l
ayer
SEC
TIO
N 0
0596
C -
CAS
T-IN
-PLA
CE
CO
NC
RET
E R
ETAI
NIN
G W
ALLS
1/A
ggre
gate
G
rada
tion/
Per
S
ourc
e
1793
B
Con
trac
tor m
ust d
emon
stra
te, b
y co
mpa
ctio
n te
stin
g or
acc
epta
ble
visu
al m
eans
, tha
t the
mat
eria
l, eq
uipm
ent,
and
proc
ess
used
for
com
pact
ion
achi
eves
the
spec
ifica
tion
requ
irem
ents
. If
the
mat
eria
l, eq
uipm
ent,
or p
roce
ss c
hang
es, o
r if o
ther
con
ditio
ns in
dica
te a
non
-sp
ecifi
catio
n pr
oduc
t, th
e C
ontr
acto
r mus
t re-
dem
onst
rate
that
spe
cific
atio
n re
quire
men
ts a
re b
eing
ach
ieve
d.
Visu
al S
ee s
ectio
n 00
596C
.42(
f)
1/ 1
00 y
d3
(Min
imum
1/d
ay)
Page 34
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Agg
rega
te S
ubba
se
Gra
ding
Abr
asio
nT
9640
001/
Sou
rce
(See
006
35.1
0)
Sam
plin
gR
90
1/S
ublo
tR
educ
ing
R 7
6&
Sie
ve A
naly
sis
T 27
Sta
rt of
San
d E
quiv
alen
tT
176
Pro
duct
ion
SEC
TIO
N 0
0635
- G
RID
-RO
LLED
AG
GR
EGAT
E SU
BB
ASE
Sub
mit
To C
entra
l La
b
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A S
ublo
t equ
als
1000
Ton
sS
ee S
ectio
n 4(
A)
1792
Page 35
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
nA
bras
ion
T 96
4000
See
Sec
. 4A
Agg
rega
te S
ubba
se G
radi
ngS
ampl
ing
R 9
0 (S
ee 0
0641
.10(
b))
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
San
d E
quiv
alen
tT
176
Agg
rega
te B
ase
and
Shou
lder
sA
bras
ion
T96
See
Sub
mit
See
Deg
rada
tion
TM 2
08S
ectio
n 4A
to L
abS
ectio
n 4A
Gra
ding
Agg
rega
te B
ase
(See
026
30)
Sam
plin
gR
90
1/S
ublo
t A
ggre
gate
Sho
ulde
r (S
ee 0
2640
)R
educ
ing
R 7
6&
O
pen
Gra
ded
Agg
rega
te B
ase
(1) S
ieve
Ana
lysi
sT
27S
tart
of
(See
026
30.1
1)(2
) S
and
Equ
ival
ent
T 17
6P
rodu
ctio
n
(1) P
erfo
rm a
t lea
st 3
test
s
(2) M
ay b
e w
aive
d by
QA
EFr
actu
re (M
etho
d 1)
T 33
517
92
Pla
cem
ent
Agg
rega
te B
ase
P
lant
Mix
App
licat
ions
Onl
y A
ggre
gate
(Mix
ture
)S
ampl
ing
R 9
0R
educ
ing
R 7
6M
oist
ure
T 25
5 &
T 26
5
Den
sity
Cur
ve
(3) T
9934
68 B
Coa
rse
Par
ticle
TM
223
Cor
rect
ion
(3
) M
etho
d A
B
ulk
Spe
cific
Gra
vity
T 85
3468
B C
ompa
ctio
n
Def
lect
ion
Test
ing
TM 1
5817
93B
1 pe
r Sub
lot
N
ucle
ar G
auge
T310
SEC
TIO
N 0
0641
- AG
GR
EGAT
E SU
BB
ASE,
BAS
E, A
ND
SH
OU
LDER
S
1792
4000
1792
1/5
Sub
lots
& S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
A S
ublo
t equ
als
2000
Ton
s
Sub
mit
To C
entra
l La
bS
ee S
ectio
n 4(
A)
1/P
roje
ct
or
1/
Sou
rce
Vis
ual
A S
ublo
t equ
als
2000
Ton
s
(D) 1
(5 T
ests
) pe
r 10
Sub
lots
Esta
blis
hing
Max
imum
Den
sity
&
Opt
imum
Moi
stur
e (M
ix D
esig
n)E
ach
Siz
e
per
Sou
rce
1/S
ublo
t or m
inim
um
1/D
ay1
per 1
0 S
ublo
ts
1/P
roje
ct
1792
(D) 5
Tes
ts P
er
Sub
lot
1793
B (D
) (Ind
ivid
ual t
ests
mus
t mee
t Sp
ecifi
catio
n)
Page 36
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Pla
cem
ent
Agg
rega
te S
ubba
se
Com
pact
ion
Def
lect
ion
Test
ing
TM 1
5817
93 B
1 pe
r Lay
erV
isua
l
SEC
TIO
N 0
0641
- AG
GR
EGAT
E SU
BB
ASE,
BAS
E, A
ND
SH
OU
LDER
S (C
ontin
ued)
Page 37
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0680
- ST
OC
KPI
LED
AG
GR
EGAT
ES A
ggre
gate
Bas
e an
d Sh
ould
ers
(See
Sec
tion
0064
1)A
bras
ion
T 96
See
See
Deg
rada
tion
TM 2
08S
ectio
n 4A
Sec
tion
4A
Sam
plin
gR
90
1792
1/S
ublo
t
Red
ucin
gR
76
&
(1) S
ieve
Ana
lysi
sT
27S
tart
of
(2
) S
and
Equ
ival
ent
T 17
617
92P
rodu
ctio
n(2
) May
be
wai
ved
by Q
AE
Frac
ture
(Met
hod
1)T
335
1792
Aggr
egat
e (S
andi
ng A
ggre
gate
)
Sam
plin
gR
90
1792
1/S
ublo
tR
educ
ing
R 7
6&
Sie
ve A
naly
sis
T 27
Sta
rt of
(1) M
ay b
e w
aive
d by
QA
E(1
) Cle
anne
ss V
alue
TM 2
2717
92P
rodu
ctio
n
Abr
asio
nT
9640
00S
eeD
egra
datio
nTM
208
Sec
tion
4ALi
ghtw
eigh
t Pie
ces
T 11
340
00
Frac
ture
(Met
hod
1)T
335
1792
Elo
ngat
ed P
iece
sTM
229
Woo
d P
artic
les
TM 2
2517
92
A Su
blot
equ
als
1000
Ton
s
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n1
per 1
0 S
ublo
ts
1 pe
r 10
Sub
lots
4000
Sub
mit
to L
ab
A Su
blot
equ
als
2,00
0 To
ns
See
Sec
tion
4A
1/5
Sub
lots
& S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
(1) P
erfo
rm a
t lea
st 3
test
s, Q
L's
requ
ired
Sub
mit
to L
ab
Page 38
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0680
- ST
OC
KPI
LED
AG
GR
EGAT
ES (C
ON
TIN
UED
) E
mul
sifie
d AC
Agg
rega
te A
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
(1) Q
AE
may
wai
veS
ound
ness
T
104
afte
r 5 s
ublo
ts/s
hifts
Ligh
twei
ght P
iece
sT
113
D
ry R
odde
d U
nit W
eigh
tT
1940
00
Sam
plin
gR
90
R
educ
ing
R 7
6(5
) Fra
ctur
e (M
etho
d 1)
T 33
517
92(1
) Woo
d P
artic
les
TM 2
25(1
)(4) E
long
ated
Pie
ces
TM
229
(2) S
ieve
Ana
lysi
sT2
7/T
11(3
) Cle
anne
ss V
alue
TM 2
2717
92(3
) May
be
wai
ved
by Q
AE
Dry
Rod
ded
Uni
t Wei
ght
T 19
1825
Sta
rt of
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
1825
Cpr
oduc
tion
and
(5
) 1/5
Sub
lots
& S
tart
of P
rodu
ctio
nw
hen
chan
ges
in
aggr
egat
e oc
curs
Agg
rega
te (O
ther
)
(2) P
erfo
rm a
t lea
st 3
test
s (Q
L's
requ
ired)
, QA
E m
ay w
aive
wet
sie
ve
afte
r 5 s
ublo
ts/s
hifts
if a
cor
rela
tion
to
dry
siev
e ca
n be
dem
onst
rate
d
1 pe
r 10
Sub
lots
(See
Sec
tions
007
05, 0
0706
, 007
10,
0071
1, 0
0712
and
007
15)
Use
sam
plin
g an
d te
stin
g fre
quen
cies
requ
ired
for p
ropo
sed
end
prod
uct u
se
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift,
whi
chev
er re
sults
in th
e gr
eate
st
sam
plin
g fre
quen
cy
1/S
ublo
t & S
tart
of
Pro
duct
ion
See
Sec
tion
4AS
ubm
it to
Lab
S
ee S
ectio
n 4A
Page 39
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Agg
rega
te P
rodu
ctio
nS
ampl
ing
R 9
01/
Sub
lot &
Red
ucin
gR
76
Sta
rt of
Sie
ve A
naly
sis
T 27
1792
Pro
duct
ion
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00S
ee S
ectio
n 4C
(Em
ulsi
on)
1/50
Ton
s(S
ubm
it A
ll)
Agg
rega
te P
rodu
ctio
n
Sam
plin
gR
90
1/S
ublo
tR
educ
ing
R 7
6&
(1) S
ieve
Ana
lysi
sT
27/T
11
1792
Sta
rt of
Pro
duct
ion
Em
ulsi
fied
Asph
alt C
emen
t E
mul
sifie
d A
spha
ltC
ompl
ianc
e
4000
See
P
olym
er M
odifi
ed E
mul
sion
Sec
tion
4C1/
50 T
ons
(Sub
mit
All)
Add
itive
s
Min
eral
Fille
r
Mix
ture
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A s
ublo
t equ
als
1000
Ton
s. A
min
imum
1 p
er s
hift
1/5
QC
S
ampl
es
(Ran
dom
)
1/5
QC
S
ampl
es
(Ran
dom
)
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
Sub
mit
to C
entra
l La
b
1 pe
r 10
Sub
lots
Sub
mit
to C
entra
l La
b
SEC
TIO
N 0
0705
- EM
ULS
IFIE
D A
SPH
ALT
PRIM
E C
OAT
and
EM
ULS
IFIE
D A
SPH
ALT
FOG
CO
AT A
ggre
gate
Cov
er M
ater
ial
Asp
halt
Prim
e an
d Fo
g C
oat
SEC
TIO
N 0
0706
- EM
ULS
IFIE
D A
SPH
ALT
SLU
RR
Y SE
AL S
UR
FAC
ING
(1)
Per
form
at l
east
3 te
sts,
QL'
s re
quire
d
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
706.
16
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
706.
13
Page 40
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
3D
ry R
odde
d U
nit W
eigh
tT
1940
00
(1) Q
AE
may
wai
veS
ampl
ing
R 9
0af
ter 5
sub
lots
/shi
ftsR
educ
ing
R 7
6(5
) Frac
ture
(Met
hod
1)T
335
1792
(1) W
ood
Par
ticle
sTM
225
(1)(4
) Elo
ngat
ed P
iece
s T
M 2
29(2
) Sie
ve A
naly
sis
T27/
T 11
(3) C
lean
ness
Val
ueTM
227
1792
(3) M
ay b
e w
aive
d by
QA
ED
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
whe
n ch
ange
s in
(5) 1
/5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
aggr
egat
e oc
curs
Asp
halt
Cem
ent (
Em
ulsi
on)
Com
plia
nce
R 6
640
00
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0071
0.10
and
710
.15,
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0071
0.10
and
710
.15
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 2
500
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e. b
. O
ne P
er s
ublo
t mea
ns "O
ne S
et o
f Tes
ts P
er 5
00 T
ons"
with
a m
inim
um o
f 3 s
ets
of S
ieve
Ana
lysi
s te
sts
per p
roje
ct.
SEC
TIO
N 0
0710
- SI
NG
LE A
PPLI
CAT
ION
EM
ULS
IFIE
D A
SPH
ALT
SUR
FAC
E TR
EATM
ENT
1/50
Ton
s S
ubm
it A
llS
ubm
it to
Lab
1/5
QC
S
ampl
es
(Ran
dom
)
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift,
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
1/S
ublo
t & S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
(2) P
erfo
rm a
t lea
st 3
test
s (Q
L's
requ
ired)
, QA
E m
ay w
aive
wet
sie
ve
afte
r 5 s
ublo
ts/s
hifts
if a
cor
rela
tion
to
dry
siev
e ca
n be
dem
onst
rate
d
Prep
rodu
ced
Aggr
egat
e
See
Sec
tion
4AS
ubm
it to
Cen
tral
Lab
See
Sec
tion
4A
Page 41
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
3
Dry
Rod
ded
Uni
t Wei
ght
T 19
4000
(1) Q
AE
may
wai
veS
ampl
ing
R 9
0af
ter 5
sub
lots
/shi
ftsR
educ
ing
R 7
6(5
) Frac
ture
(Met
hod
1)T
335
1792
(1) W
ood
Par
ticle
sTM
225
(1)(4
) Elo
ngat
ed P
iece
s T
M 2
29(2
) Sie
ve A
naly
sis
T27/
T 11
(3) C
lean
ness
Val
ueTM
227
1792
(3) M
ay b
e w
aive
d by
QA
ED
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
whe
n ch
ange
s in
(5) 1
/5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
aggr
egat
e oc
curs
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0071
1.10
and
711
.15,
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0071
1.10
and
711
.15
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 2
500
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e.
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
S
ee S
ectio
n 4A
1/S
ublo
t & S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
(2) P
erfo
rm a
t lea
st 3
test
s (Q
L's
requ
ired)
, QA
E m
ay w
aive
wet
sie
ve
afte
r 5 s
ublo
ts/s
hifts
if a
cor
rela
tion
to
dry
siev
e ca
n be
dem
onst
rate
d
See
Sec
tion
4AS
ubm
it to
Cen
tral
Lab
1/50
Ton
s S
ubm
it A
llS
ubm
it to
Lab
1/5
QC
S
ampl
es
(Ran
dom
)
Prep
rodu
ced
Aggr
egat
e
b.
One
Per
sub
lot m
eans
"One
Set
of T
ests
Per
500
Ton
s" w
ith a
min
imum
of 3
set
s of
Sie
ve A
naly
sis
test
s pe
r pro
ject
.
SEC
TIO
N 0
0711
- PR
E-C
OAT
ED A
GG
REG
ATE
ASPH
ALT
SUR
FAC
E TR
EATM
ENT
Page 42
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mix
ture
Acc
epta
nce
Met
er M
etho
dR
eadi
ngs
back
ed
TM 3
21by
Tan
k M
easu
re &
(1
) TM 3
22P
rodu
ctio
n R
ecor
ds
Dai
ly
(1) R
equi
red
at s
tart
of
prod
uctio
n an
d if
met
ers
Col
d Fe
ed M
oist
ure
T 25
5/26
5fa
il to
mee
t spe
cific
atio
n
Pla
nt D
isch
arge
Moi
stur
eA
spha
lt M
ix M
oist
.T
329
2277
1/S
ublo
t
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00
1/S
ublo
t or M
in.
1/D
ay20
43
and
2401
Dai
ly P
rodu
ctio
n
2277
1/S
ublo
t or M
in.
1/D
ay
1/50
Ton
s S
ubm
it A
llS
ubm
it to
Lab
1/5
QC
S
ampl
es
(Ran
dom
)
2277
SEC
TIO
N 0
0711
- PR
E-C
OAT
ED A
GG
REG
ATE
ASPH
ALT
SUR
FAC
E TR
EATM
ENT
(CO
NTI
NU
ED)
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift,
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
Page 43
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
3
Dry
Rod
ded
Uni
t Wei
ght
T 19
4000
(1) Q
AE
may
wai
veS
ampl
ing
R 9
0af
ter 5
sub
lots
/shi
ftsR
educ
ing
R 7
6(5
) Frac
ture
(Met
hod
1)T
335
1792
(1) W
ood
Par
ticle
sTM
225
(1)(4
) Elo
ngat
ed P
iece
s T
M 2
29(2
) Sie
ve A
naly
sis
T27/
T 11
(3) C
lean
ness
Val
ueTM
227
1792
(3) M
ay b
e w
aive
d by
QA
ED
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
whe
n ch
ange
s in
(5) 1
/5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
aggr
egat
e oc
curs
Asp
halt
Cem
ent (
Em
ulsi
on)
Com
plia
nce
R 6
640
00
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0071
2.10
and
712
.15,
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0071
2.10
and
712
.15
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 2
500
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e.
1/S
ublo
t & S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
SEC
TIO
N 0
0712
- D
RY
KEY
EM
ULS
IFIE
D A
SPH
ALT
SUR
FAC
E TR
EATM
ENT
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift,
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
Sub
mit
to L
ab
(2) P
erfo
rm a
t lea
st 3
test
s (Q
L's
requ
ired)
, QA
E m
ay w
aive
wet
sie
ve
afte
r 5 s
ublo
ts/s
hifts
if a
cor
rela
tion
to
dry
siev
e ca
n be
dem
onst
rate
d
1/50
Ton
s S
ubm
it A
ll1/
5 Q
C
Sam
ples
(R
ando
m)
See
Sec
tion
4AS
ubm
it to
Cen
tral
Lab
See
Sec
tion
4A
Prep
rodu
ced
Aggr
egat
e
b.
One
Per
sub
lot m
eans
"One
Set
of T
ests
Per
500
Ton
s" w
ith a
min
imum
of 3
set
s of
Sie
ve A
naly
sis
test
s pe
r pro
ject
.
Page 44
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Agg
rega
te P
rodu
ctio
n
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
3
Dry
Rod
ded
Uni
t Wei
ght
T 19
4000
(1) Q
AE
may
wai
veS
ampl
ing
R 9
0af
ter 5
sub
lots
/shi
ftsR
educ
ing
R 7
6(5
) Frac
ture
(Met
hod
1)T
335
1792
(1) W
ood
Par
ticle
sTM
225
(1)(4
) Elo
ngat
ed P
iece
s T
M 2
29(2
) Sie
ve A
naly
sis
T27/
T 11
(3) C
lean
ness
Val
ueTM
227
1792
(3) M
ay b
e w
aive
d by
QA
ED
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
whe
n ch
ange
s in
(5) 1
/5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
aggr
egat
e oc
curs
Asp
halt
Cem
ent (
Em
ulsi
on)
Com
plia
nce
R 6
640
00
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0071
5.10
and
715
.15,
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0071
5.10
and
715
.15
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 2
500
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e.
(2) P
erfo
rm a
t lea
st 3
test
s (Q
L's
requ
ired)
, QA
E m
ay w
aive
wet
sie
ve
afte
r 5 s
ublo
ts/s
hifts
if a
cor
rela
tion
to
dry
siev
e ca
n be
dem
onst
rate
d
1/50
Ton
s S
ubm
it A
llS
ubm
it to
Lab
1/5
QC
S
ampl
es
(Ran
dom
)
Prep
rodu
ced
Aggr
egat
e
b.
One
Per
sub
lot m
eans
"One
Set
of T
ests
Per
500
Ton
s" w
ith a
min
imum
of 3
set
s of
Sie
ve A
naly
sis
test
s pe
r pro
ject
.
See
Sec
tion
4AS
ubm
it to
Cen
tral
Lab
See
Sec
tion
4A
1/S
ublo
t & S
tart
of
Pro
duct
ion
1 pe
r 10
Sub
lots
SEC
TIO
N 0
0715
- M
ULT
IPLE
APP
LIC
ATIO
N E
MU
LSIF
IED
ASP
HAL
T SU
RFA
CE
TREA
TMEN
T
A s
ublo
t equ
als
500
Tons
. A
min
imum
1 p
er s
hift,
whi
chev
er re
sults
in th
e gr
eate
st s
ampl
ing
frequ
ency
Page 45
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
20 -
CO
LD IN
-PLA
CE
REC
YCLE
D A
SPH
ALT
CO
NC
RET
E PA
VEM
ENT
(CIR
)
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00S
ee
(Em
ulsi
fied
Rec
yclin
g A
gent
)S
ectio
n 4C
1/50
Ton
s 40
00(S
ubm
it A
ll)
Wat
erC
ompl
ianc
e
Agg
rega
te P
rodu
ctio
nS
ampl
ing
R 9
01/
Sub
lot &
Cho
ke A
ggre
gate
Red
ucin
gR
76
Sta
rt of
(See
007
05)
Sie
ve A
naly
sis
T 27
1792
Pro
duct
ion
SEC
TIO
N 0
0725
- H
OT
IN-P
LAC
E R
ECYC
LED
(HIR
) ASP
HAL
T C
ON
CR
ETE
PAVE
MEN
T
Rec
yclin
g A
gent
Com
plia
nce
R 6
640
00S
ee
(See
007
45.1
1)S
ectio
n 4C
Rec
yclin
g A
gent
Com
plia
nce
R 6
640
00 A
spha
lt C
oncr
ete
Mix
ture
Tac
kC
ompl
ianc
eR
66
4000
See
Sec
tion
4C1/
50 T
ons
SEC
TIO
N 0
0730
- A
SPH
ALT
TAC
K C
OAT
New
Asp
halt
Con
cret
e m
ixtu
re w
ill m
eet t
he re
quire
men
ts o
f Sec
tion
0074
4
1/50
Ton
s
The
type
of r
ecyc
ling
agen
t will
be li
sted
in th
e S
peci
al P
rovi
sion
s
Min
imum
1/
Pro
ject
SEC
TIO
N 0
0721
- C
OLD
REC
YCLE
D E
MU
LSIF
IED
ASP
HAL
T C
ON
CR
ETE
PAVE
MEN
T (C
RP)
Sub
mit
to C
entra
l La
b
See
Sec
.003
40.1
0
1/5
QC
S
ampl
es
(Ran
dom
)
1/5
0 To
ns o
r A
ll Q
C S
ampl
es
1/5
QC
S
ampl
es
(Ran
dom
)S
ubm
it to
Lab
Sub
mit
to L
ab
Sub
mit
to L
ab
A S
ublo
t equ
als
1000
Ton
s
Page 46
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
35 -
EMU
LSIF
IED
ASP
HAL
T C
ON
CR
ETE
PAVE
MEN
T A
ggre
gate
pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sou
ndne
ss
T 10
4Li
ghtw
eigh
t Pie
ces
T 11
340
00
Sam
plin
gR
90
Red
ucin
gR
76
(1) S
ieve
Ana
lysi
sT
27/T
11
1792
(2) M
ay b
e w
aive
d by
QA
E(2
) Cle
anne
ss V
alue
TM 2
27Fr
actu
re (M
etho
d 1
& 2
)T
335
(3) Q
AE
may
wai
ve(3
) Elo
ngat
ed P
iece
sTM
229
afte
r 5 s
ublo
ts/s
hifts
(3) W
ood
Par
ticle
sTM
225
1792
Cho
ke A
ggre
gate
Sie
ve A
naly
sis
T 27
1792
1/S
ublo
t1/
Pro
ject
See
Sec
tion
4AS
ubm
it to
Lab
See
Sec
tion
4A
1/S
ublo
t & S
tart
of
Pro
duct
ion
(1) P
erfo
rm a
t lea
st 3
test
s, Q
L's
requ
ired
A S
ublo
t equ
als
1000
Ton
s. A
min
imum
one
per
shi
ft, w
hich
ever
resu
lts in
the
grea
test
sam
plin
g fre
quen
cy.
(For
pre
prod
uced
agg
rega
tes,
1 s
hift
shal
l mea
n 10
00
Tons
1 pe
r 10
Sub
lots
Page 47
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
35 -
EMU
LSIF
IED
ASP
HAL
T C
ON
CR
ETE
PAVE
MEN
T (C
ON
TIN
UED
) M
ixtu
re A
ccep
tanc
e
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
/T 1
122
77M
oist
ure
Con
tent
T 25
522
77
% E
mul
sifie
d A
spha
ltM
eter
Bac
ked
T
M 3
2124
01(1
) R
equi
red
at s
tart
of
by T
ank
Mea
sure
(1) TM
322
&pr
oduc
tion
and
if m
eter
sD
aily
2043
fail
to m
eet s
peci
ficat
ion
Em
ulsi
fied
Asp
halt
Cem
ent
Com
plia
nce
R 6
6S
ee S
ectio
n 4C
1/S
ublo
t(S
ubm
it A
ll)
SEC
TIO
N 0
0740
- C
OM
MER
CIA
L AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T (C
ACP)
Dai
ly P
rodu
ctio
n
See
Spe
cific
atio
ns w
hen
Test
ing
is R
equi
red
by A
genc
y
4000
1/5
QC
S
ampl
es
(Ran
dom
)
1 pe
r 10
Sub
lots
Sub
mit
to L
ab
1/S
ublo
t
1 pe
r 10
Sub
lots
A S
ublo
t equ
als
1000
Ton
s of
Mix
ture
Page 48
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
43 -
POR
OU
S AS
PHAL
T C
ON
CR
ETE
(PAC
) A
ggre
gate
Pro
duct
ion
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
Deg
rada
tion
TM 2
08
Ligh
twei
ght P
iece
sT
113
P
last
icity
Inde
x
T 90
4000
(1) Q
AE
may
wai
veaf
ter 5
sub
lots
/shi
fts
(2) N
ot re
quire
d fo
r ATP
B M
ix S
ampl
ing
R 9
01/
Sub
lot
Red
ucin
gR
76
&(3
)(4) S
ieve
Ana
lysi
sT
27/T
11
Sta
rt of
(1)(4
) San
d E
quiv
alen
tT
176
Pro
duct
ion
(1
)(2)
(3) E
long
ated
Pie
ces
TM 2
29(3
)(4) Fr
actu
re (M
etho
d 2)
T 33
517
92
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0074
3.10
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0074
3.10
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 5
000
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e.
(3) C
oars
e A
gg (+
No.
4)
(4) Fi
ne A
gg (
- No.
4)
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n
b.
One
Per
sub
lot m
eans
"One
Set
of T
ests
Per
100
0 To
ns" w
ith a
min
imum
of 3
set
s of
Sie
ve A
naly
sis
test
s pe
r pro
ject
.
See
Sec
tion
4A
A S
ublo
t equ
als
1000
Ton
s. A
min
imum
one
per
shi
ft w
hich
ever
resu
lts in
th
e gr
eate
st s
ampl
ing
frequ
ency
Prep
rodu
ced
Aggr
egat
e1792
Sub
mit
to L
abS
ee S
ectio
n 4A
(1)(
2)(3
) Woo
d P
artic
les
TM
225
Page 49
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
datio
n Igni
tion
met
hod
2327
IC
Igni
tion
met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
(R
esid
ual a
ggre
gate
from
Sie
ve a
naly
sis
T 30
AA
SH
TO T
308
)
Asp
halt
Con
tent
Igni
tion
Met
hod
2327
IC
Igni
tion
Met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
Met
er M
etho
dR
eadi
ngs
back
edTM
321
by T
ank
mea
sure
(2) TM
322
(2
) R
equi
red
at s
tart
of
& P
rodu
ctio
n R
ecor
ds20
43pr
oduc
tion
and
if m
eter
sD
aily
and
fail
to m
eet s
peci
ficat
ion
2401
2277
1/S
ublo
t or M
in.
1/da
y
Mix
ture
Acc
epta
nce
- PAC
with
RAP
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/S
ublo
t or M
in.
1/D
ay
Met
er M
etho
d is
requ
ired
for P
AC
ev
en w
hen
acce
ptan
ce is
by
Igni
tion
Met
hod
A S
ublo
t eq
uals
100
0 To
ns
A S
ublo
t eq
uals
100
0 To
ns
1/JM
F &
Eac
h C
alen
dar Y
ear.
2277
1/S
ublo
t or M
in. 1
/day
Dai
ly P
rodu
ctio
n
SEC
TIO
N 0
0743
- PO
RO
US
ASPH
ALT
CO
NC
RET
E (P
AC) (
CO
NTI
NU
ED)
1/S
ublo
t
or
Min
. 1/d
ay
Cal
ibra
te In
cine
rato
r TM
323
Cal
ibra
te In
cine
rato
r TM
323
Page 50
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
43 -
POR
OU
S AS
PHAL
T C
ON
CR
ETE
(PAC
) (C
ON
TIN
UED
)
Gra
datio
n
Col
d Fe
ed M
etho
dS
ampl
ing
R 9
0R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
27/T
11
2277
Igni
tion
met
hod
Cal
ibra
te In
cine
rato
r(1
) TM
323
2327
IC
Igni
tion
met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
(R
esid
ual a
ggre
gate
from
Sie
ve a
naly
sis
T 30
AA
SH
TO T
308
)
Asp
halt
Con
tent
Igni
tion
Met
hod
Cal
ibra
te In
cine
rato
r TM
323
2327
IC
Igni
tion
Met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
Met
er M
etho
dR
eadi
ngs
back
edTM
321
by T
ank
mea
sure
(2) TM
322
&
Pro
duct
ion
Rec
ords
2043
Dai
lyan
d24
01
(1) N
ot re
quire
d if
Asp
halt
Con
tent
A
ccep
ted
by M
eter
Met
hod
Mix
ture
Acc
epta
nce
- PAC
with
out R
AP
Met
er M
etho
d is
requ
ired
for P
AC
ev
en w
hen
acce
ptan
ce is
by
Igni
tion
Met
hod
(2) R
equi
red
at s
tart
of p
rodu
ctio
n an
d if
met
ers
fail
to m
eet
spec
ifica
tion
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/S
ublo
t or M
in.
1/D
ay
2277
1/S
ublo
t or M
in. 1
/day
Dai
ly P
rodu
ctio
n
1/S
ublo
t or M
in.
1/D
ay
A S
ublo
t eq
uals
100
0 To
ns
A S
ublo
t eq
uals
100
0 To
ns
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/S
ublo
t or M
in.
1/da
y22
77
1/S
ublo
t
or
Min
. 1/d
ay
Page 51
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mix
Des
ign
Verif
icat
ion
Test
ing
Col
d Fe
ed M
oist
ure
T255
/T26
5
P
lant
Dis
char
ge M
oist
ure
Asp
halt
Mix
Moi
st.
T 32
9
(1) If
app
licab
le(1
) RA
P M
oist
ure
T
329
Rea
ding
s ba
cked
TM32
1by
Tan
k m
easu
re(2
) TM 3
22&
Pro
duct
ion
Rec
ords
Dai
ly
A
spha
lt C
emen
tC
ompl
ianc
eR
66
(2) R
equi
red
at s
tart
of
prod
uctio
n an
d if
met
ers
fail
to m
eet s
peci
ficat
ion
1/S
ublo
t - S
ee
sect
ion
4C
Mix
ture
Acc
epta
nce
- PAC
with
and
with
out R
AP
1/S
ublo
t or M
in.
1/D
ay22
77
Sub
mit
to L
ab40
00
SEC
TIO
N 0
0743
- PO
RO
US
ASPH
ALT
CO
NC
RET
E (P
AC) (
CO
NTI
NU
ED)
2401
&
20
43D
aily
Pro
duct
ion
1/S
ublo
t or M
in.
1/D
ay22
77
1/S
ublo
t or M
in.
1/D
ay22
77
A S
ublo
t eq
uals
100
0 To
ns
1/5
QC
S
ampl
es
(Ran
dom
)
Page 52
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A
ggre
gate
Pro
duct
ion
Mix
ture
Acc
epta
nce
Gra
datio
n
Igni
tion
met
hod
Cal
ibra
te In
cine
rato
r T
M 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
(Res
idua
l agg
rega
te fr
omS
ieve
ana
lysi
sT
30A
AS
HTO
T 3
08)
Asp
halt
Con
tent
Igni
tion
Met
hod
Cal
ibra
te In
cine
rato
r TM
323
2327
IC
Igni
tion
Met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
Mix
Des
ign
Verif
icat
ion
Test
ing
Pla
nt D
isch
arge
Moi
stur
eA
spha
lt M
ix M
oist
.T
329
2277
1/S
ublo
t
Max
imum
Den
sity
Tes
t Gm
mM
ax. S
peci
fic G
ravi
tyT
209
MA
MD
TM 3
05
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/S
ublo
t
or
M
in. 1
/day
A S
ublo
t eq
uals
100
0 To
ns
1st S
ublo
t Dai
ly
or
M
in. 1
/Day
A S
ublo
t eq
uals
100
0 To
ns
A S
ublo
t eq
uals
100
0 To
ns
SEC
TIO
N 0
0744
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T
1/S
ublo
t or M
in.
1/D
ay
2050
1/S
ublo
t or M
in.
1/D
ay22
77
See
Spe
cific
atio
ns w
hen
Agg
rega
te T
estin
g is
Req
uire
d by
the
Age
ncy
1/JM
F &
Eac
h C
alen
dar Y
ear.
Page 53
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Com
pact
ion
Nuc
lear
Den
sity
T
355
1793
A
SEC
TIO
N 0
0744
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T (C
ON
TIN
UED
)
(D) A
vera
ge 1
0 te
sts
per S
ublo
t or M
in.
10/D
ay, S
ee S
ectio
n 00
744.
49
Page 54
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A
ggre
gate
Pro
duct
ion
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
Deg
rada
tion
TM 2
08(1
) QA
E m
ay w
aive
Ligh
twei
ght P
iece
sT
113
afte
r 5 s
ublo
ts/s
hifts
Pla
stic
ity In
dex
T
9040
00
S
ampl
ing
R 9
01/
Sub
lot
Red
ucin
gR
76
&(2
)(3)(4
) Sie
ve A
naly
sis
T 27
/T 1
1S
tart
of(1
)(4) S
and
Equ
ival
ent
T 17
6P
rodu
ctio
n
(1)(3
) Elo
ngat
ed P
iece
s TM
229
(3)(4
) Frac
ture
(Met
hod
2)T
335
(1)(3
) Woo
d P
artic
les
TM 2
25
Sie
ve A
naly
sis
T 27
RA
S Pr
oduc
tion
(Rec
laim
ed A
spha
lt S
hing
les)
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
Com
plia
nce
of a
ggre
gate
s pr
oduc
ed a
nd s
tock
pile
d be
fore
the
awar
d da
te o
r not
ice
to p
roce
ed o
f thi
s co
ntra
ct w
ill be
det
erm
ined
by
the
follo
win
g: 1
. C
ontin
uing
pro
duct
ion
reco
rds
mee
ting
the
abov
e re
quire
men
ts o
f Sec
tion
0074
5.10
Agg
rega
te P
rodu
ctio
n.
2.
Furn
ish
reco
rds
of te
stin
g fo
r the
ent
ire s
tock
pile
acc
ordi
ng to
Sec
tion
0074
5.10
Agg
rega
te P
rodu
ctio
n ex
cept
cha
nge
the
sam
plin
g
fre
quen
cy to
the
follo
win
g: a
. O
ne P
er 5
sub
lots
mea
ns "O
ne S
et o
f Tes
ts P
er 5
000
Tons
".
c.
Pro
vide
one
sto
ckpi
le s
ampl
e fo
r eac
h se
t of t
ests
requ
ired
abov
e.
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E
(2) P
erfo
rm a
min
imum
of 3
test
s Q
L's
requ
ired
1792
1 / 5
0 To
ns
See
Sec
tion
4A
A S
ublo
t equ
als
1000
Ton
s. A
min
imum
one
per
shi
ft w
hich
ever
resu
lts in
th
e gr
eate
st s
ampl
ing
frequ
ency
Prep
rodu
ced
Aggr
egat
e
See
Sec
tion
4A
1 pe
r 10
Sub
lots
(3) C
oars
e A
gg (+
No.
4)
(4) Fi
ne A
gg (-
No.
4)
1792
b.
One
Per
sub
lot m
eans
"One
Set
of T
ests
Per
100
0 To
ns" w
ith a
min
imum
of 3
set
s of
Sie
ve A
naly
sis
test
s pe
r pro
ject
.
Not
e: S
ampl
e A
ggre
gate
bef
ore
Lim
e Tr
eatm
ent
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n
Subm
it to
Lab
Sub
mit
to L
ab
4000
1 / 5
00 T
ons
1792
Del
eter
ious
Mat
eria
ls T
M 3
35
Del
eter
ious
Mat
eria
ls T
M 3
35
Page 55
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
datio
n Igni
tion
met
hod
2327
IC
Igni
tion
met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
(R
esid
ual a
ggre
gate
from
Sie
ve a
naly
sis
T 30
AA
SH
TO T
308
)
Asp
halt
Con
tent
Igni
tion
Met
hod
2327
IC
Igni
tion
Met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/JM
F &
Eac
h C
alen
dar Y
ear.
A S
ublo
t eq
uals
100
0 To
ns
1/S
ublo
t
or
M
in. 1
/day
1/S
ublo
t
1 pe
r 10
Sub
lots
1/JM
F &
Eac
h C
alen
dar Y
ear.
2277
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
Mix
ture
Acc
epta
nce
- AC
P W
ithou
t RAP
1 pe
r 10
Sub
lots
1/JM
F &
Eac
h C
alen
dar Y
ear.
1 pe
r 10
Sub
lots
1/S
ublo
t
A S
ublo
t eq
uals
100
0 To
ns
Cal
ibra
te In
cine
rato
r TM
323
Cal
ibra
te In
cine
rato
r TM
323
Page 56
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mix
Des
ign
Verif
icat
ion
Test
ing
Fa
bric
atio
nG
yrat
ory
Spe
cim
enTM
326
2050
GV
M
axim
um D
ensi
ty T
est
Max
. Spe
cific
Gra
vity
T 20
920
50*5
068
*256
0D
eter
min
atio
n of
Gm
bB
ulk
Spe
cific
Gra
vity
T 16
6*5
069
Stri
ppin
g S
usce
ptib
ility
Tens
ile S
treng
th R
atio
T 28
3
*Cat
-II c
ompl
ete
& s
ubm
it
as
requ
ired,
See
Sec
tion
745.
16(b
)
Pla
nt D
isch
arge
Moi
stur
eA
spha
lt M
ix M
oist
.T
329
2277
1/S
ublo
t
Max
imum
Den
sity
Tes
t Gm
mM
ax. S
peci
fic G
ravi
tyT
209
MA
MD
TM 3
05
Per
form
ing
Con
trol S
trip
Con
trol S
trip
TM 3
0620
84*5
069
Com
pact
ion
Nuc
lear
Den
sity
T
355
1793
A
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00S
ubm
it to
Lab
1/5
QC
S
ampl
es
(Ran
dom
)
1 pe
r 10
Subl
ots
2050
tsr
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
1st S
ublo
t Dai
ly
or
M
in. 1
/Day
A S
ublo
t eq
uals
100
0 To
ns
(D) S
ee T
355
Yel
low
shee
t for
Den
sity
Te
st L
ocat
ions
1 pe
r 10
Sub
lots
Mix
ture
Acc
epta
nce
- AC
P W
ithou
t RAP
(D) 1
per 1
0 S
ublo
ts
1/S
ublo
t &
acco
rdin
g to
Sec
tion
0074
5.16
(b)-
1-d
1/S
ublo
t See
S
ectio
n 4C
1/JM
F
S
ee S
ectio
n 00
745.
16 (b
)-1-
f
2050
(D) A
vera
ge 5
test
s pe
r Sub
lot o
r Min
. 1/
Day
, See
Sec
tion
0074
5.49
(b)-
2
Dev
elop
Rol
ling
Pat
tern
See
Spe
cs.
Page 57
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mix
Des
ign
Verif
icat
ion
Test
ing
M
eter
Met
hod
Rea
ding
s ba
cked
TM
321
by T
ank
Mea
sure
&
(2) TM
322
Pro
duct
ion
Rec
ords
D
aily
(2) R
equi
red
at s
tart
of
prod
uctio
n an
d if
met
ers
Col
d Fe
ed M
oist
ure
T 25
5/26
5fa
il to
mee
t spe
cific
atio
n
Lim
e
Late
x
(3) %
Hyd
rate
d Li
me
TM 3
2122
77(2
) TM 3
22(S
tock
pile
OR
Mix
ture
Pro
duct
ion)
2277
Rea
ding
s ba
cked
by
Tank
Mea
sure
& P
rodu
ctio
nR
ecor
ds D
aily
Sm
ooth
ness
Cer
tific
atio
n of
Pro
filer
Equ
ipm
ent
TM 7
69 D
eter
min
ing
Pro
file
Inde
xTM
770
Det
erm
inin
g In
tern
atio
nal
TM 7
72 R
ough
ness
Inde
x
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
2277
1 pe
r 10
subl
ots
Dai
ly P
rodu
ctio
n
Mix
ture
Acc
epta
nce
- AC
P W
ithou
t RAP
(3) S
ee J
MF
for D
etai
ls
1/S
ublo
t or M
in.
1/D
ay22
77
2043
an
d 24
01
A S
ublo
t eq
uals
100
0 To
ns
1 pe
r 10
Sub
lots
See
Spe
cial
P
rovi
sion
s
1/S
ublo
t
Dai
ly P
rodu
ctio
n
Lim
e or
Lat
ex T
reat
men
t of
A
ggre
gate
Met
er M
etho
d is
requ
ired
for A
CP
even
whe
n ac
cept
ance
is b
y Ig
nitio
n M
etho
d
2043
an
d 24
01
1/S
ublo
t or M
in.
1/D
ay1
per 1
0 S
ublo
ts
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 20
90
See
Spe
cial
Pro
visi
ons
for L
atex
Req
uire
men
ts
Page 58
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
datio
n Igni
tion
met
hod
Cal
ibra
te In
cine
rato
r T
M 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7(R
esid
ual a
ggre
gate
from
Sie
ve a
naly
sis
T 30
2277
AA
SH
TO T
308
)
A
spha
lt C
onte
ntIg
nitio
n M
etho
dC
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
Met
hod
Sam
plin
gT
168
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
RA
P P
erce
ntag
eM
eter
Met
hod
TM 3
2122
77(1
) TM 3
22
(1) R
equi
red
at s
tart
of
RA
P M
oist
ure
T
329
prod
uctio
n an
d if
met
ers
Col
d Fe
ed M
oist
ure
T255
/T26
522
77fa
il to
mee
t spe
cific
atio
n
Rea
ding
s ba
cked
TM 3
21by
Tan
k m
easu
re(1
) TM 3
22&
Pro
duct
ion
Rec
ords
Dai
ly
Mix
ture
Acc
epta
nce
- AC
P W
ith R
AP
1 pe
r 10
Sub
lots
1/S
ublo
t
or
Min
. 1/d
ay
1 pe
r 10
Sub
lots
1/JM
F &
Eac
h C
alen
dar Y
ear.
Dai
ly P
rodu
ctio
n24
01
&
2043
1/JM
F &
Eac
h C
alen
dar Y
ear.
A S
ublo
t eq
uals
100
0 To
ns
1/S
ublo
t
A S
ublo
t eq
uals
100
0 To
ns
Met
er M
etho
d is
requ
ired
for A
CP
even
whe
n ac
cept
ance
is b
y Ig
nitio
n M
etho
d
1/S
ublo
t
or
M
inim
um 1
/Day
1 pe
r 10
Sub
lots
1/JM
F &
Eac
h C
alen
dar Y
ear.
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
1/JM
F &
Eac
h C
alen
dar Y
ear.
Page 59
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Fa
bric
atio
nG
yrat
ory
Spe
cim
enTM
326
2050
GV
Max
imum
Den
sity
Tes
tM
ax. S
peci
fic G
ravi
tyT
209
2050
*506
8*2
560
Det
erm
inat
ion
of G
mb
Bul
k S
peci
fic G
ravi
tyT
166
*506
9
Stri
ppin
g S
usce
ptib
ility
Tens
ile S
treng
th R
atio
T 28
3
*Cat
-II c
ompl
ete
& s
ubm
it
as
requ
ired,
See
Sec
tion
745.
16(b
)
Pla
nt D
isch
arge
Moi
stur
eA
spha
lt M
ix M
oist
.T
329
2277
1/S
ublo
t
Max
imum
Den
sity
Tes
t Gm
mM
ax. S
peci
fic G
ravi
tyT
209
MA
MD
TM 3
05
Per
form
ing
Con
trol S
trip
Con
trol S
trip
TM 3
0620
84*5
069
Com
pact
ion
Nuc
lear
Den
sity
T
355
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00S
ubm
it to
Lab
1/5
QC
Sam
ples
(R
ando
m)
A S
ublo
t eq
uals
100
0 To
ns
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
Mix
Des
ign
Verif
icat
ion
Test
ing
1 pe
r 10
Sub
lots
1/JM
F
S
ee S
ectio
n 00
745.
16 (b
)-1-
f
1/S
ublo
t &
acco
rdin
g to
Sec
tion
0074
5.16
(b)-
1-d
Mix
ture
Acc
epta
nce
- AC
P W
ith R
AP
2050
tsr
1/S
ublo
t See
S
ectio
n 4C
1
per 1
0 S
ublo
ts
1793
A
1st S
ublo
t Dai
ly o
r M
in. 1
/Day
20
50
Dev
elop
Rol
ling
Pat
tern
See
Spe
cs.
(D) S
ee T
355
Yel
low
shee
t for
Den
sity
Te
st L
ocat
ions
(D) 1
per
10
Sub
lots
(D) A
vera
ge 5
test
s pe
r S
ublo
t or M
in. 1
/Day
, S
ee S
ectio
n 00
745.
49
(b)-2
Page 60
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Mix
Des
ign
Verif
icat
ion
Test
ing
Lim
e
Late
x
(3) %
Hyd
rate
d Li
me
TM 3
2122
77(2
) TM 3
22(S
tock
pile
OR
Mix
ture
Pro
duct
ion)
2277
(2) R
equi
red
at s
tart
of
Rea
ding
s ba
cked
by
Tank
2401
prod
uctio
n an
d if
met
ers
Mea
sure
& P
rodu
ctio
nan
dfa
il to
mee
t spe
cific
atio
nR
ecor
ds D
aily
2043
Sm
ooth
ness
Cer
tific
atio
n of
Pro
filer
Equ
ipm
ent
TM 7
69 D
eter
min
ing
Pro
file
Inde
xTM
770
Det
erm
inin
g In
tern
atio
nal
TM 7
72 R
ough
ness
Inde
x
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E (C
ON
TIN
UED
)
See
Spe
cial
P
rovi
sion
s
Dai
ly P
rodu
ctio
n
1 pe
r 10
Sub
lots
1/S
ublo
t
(3) S
ee J
MF
for D
etai
ls
Mix
ture
Acc
epta
nce
- AC
P W
ith R
AP
A S
ublo
t eq
uals
100
0 To
ns
Lim
e or
Lat
ex T
reat
men
t of
Agg
rega
te
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 20
90
See
Spe
cial
Pro
visi
ons
for L
atex
Req
uire
men
ts
Page 61
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
54 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T R
EPAI
R S
ECTI
ON
007
55 -
CO
NTI
NU
OU
SLY
REI
NFO
RC
ED C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
007
56 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
007
58 -
CO
NTI
NU
OU
SLY
REI
NFO
RC
ED C
ON
CR
ETE
PAVE
MEN
T R
EPAI
R A
ggre
gate
Pro
duct
ion
Sam
plin
gR
90
(1) Q
AE
may
wai
veR
educ
ing
R 7
6af
ter 5
sub
lots
/shi
fts(2
)(3)(4
) Sie
ve A
naly
sis
T 27
/T 1
117
92
(4) S
and
Equ
ival
ent
T 17
617
92
(1)(3
) Woo
d P
artic
les
TM 2
2517
92(3
) Frac
ture
(Met
hod
2)
T 33
517
92
Abr
asio
nT
9640
00S
eeD
egra
datio
nTM
208
Sec
tion
Sou
ndne
ss
T 10
44A
Ligh
twei
ght P
iece
sT
113
and
Org
anic
sT
2140
0002
690
(3) D
ry R
odde
d U
nit W
eigh
t T
1918
2518
25C
(3)(4
) Bul
k S
peci
fic
T 84
&G
ravi
ty &
Abs
orpt
ion
T 85
Sub
mit
to C
entra
l La
b
1/S
ublo
t & S
tart
of
Pro
duct
ion
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs
See
Sec
tion
4A
A S
ublo
t eq
uals
100
0 To
ns
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
1825
(4) Fi
nene
ss M
odul
us
(1)(3
) Elo
ngat
ed P
iece
s T
M 2
29
1 pe
r 10
Sub
lots
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n
(3)
Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
(4
) Fin
e A
ggre
gate
(See
Sec
tion
0269
0.30
)
Page 62
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
S
ECTI
ON
007
54 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T R
EPAI
R S
ECTI
ON
007
55 -
CO
NTI
NU
OU
SLY
REI
NFO
RC
ED C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
007
56 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
007
58 -
CO
NTI
NU
OU
SLY
REI
NFO
RC
ED C
ON
CR
ETE
PAVE
MEN
T R
EPAI
R (C
ON
TIN
UED
)M
ixtu
re
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
Cur
ing
Com
poun
ds
Mix
ing
Wat
er
Mix
ture
Sam
plin
gTM
2A
ir C
onte
ntT
152
S
lum
pT
119
D
ensi
ty (U
nit W
eigh
t)T
121
3573
WS
Yie
ldT1
21or
C
oncr
ete
Tem
pera
ture
T
309
4000
CW
ater
/Cem
ent
.T
121
Rat
io
B
atch
ing
Stre
ngth
T 22
&T
23
Sm
ooth
ness
Cer
tific
atio
n of
Pro
filer
Equ
ipm
ent
TM 7
69 D
eter
min
ing
Pro
file
Inde
xTM
770
Thi
ckne
ss o
f Pav
emen
tS
ticki
ng M
easu
reTM
775
See
Spe
cs
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
1/ s
ublo
t or
Min
imum
1 p
er D
ay1
per 1
0 S
ublo
ts
A S
ublo
t equ
als
1000
lane
feet
of s
lip fo
rmed
pav
emen
t or 1
00 y
d3
of n
on-
slip
form
ed P
CC
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
050
(M) P
er M
ix D
esig
n &
Sou
rce
(M)
(S) 1
Set
of
Cyl
inde
rs p
er S
ublo
t or
Min
imum
1 s
et p
er
Day
4000
C
See
Spe
cial
P
rovi
sion
s
1 pe
r 10
Sub
lots
Page 63
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
In-P
lace
Eva
luat
ion
of
TM 7
77
Ret
rore
flect
ivity
Usi
ng
Pro
cedu
re e
valu
ates
Dur
able
and
H
and-
Ope
rate
d
Hig
h P
erfo
rman
ce P
avem
ent
Inst
rum
ent
M
arki
ngs
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 0
0850
- C
OM
MO
N P
RO
VISI
ON
S FO
R P
AVEM
ENT
MAR
KIN
GS
Pla
cem
ent E
valu
atio
n "R
etro
refle
ctiv
ity"
4101
th
ru
4105
See
Spe
cial
P
rovi
sion
s an
d Te
st
Pro
cedu
re fo
r Te
stin
g Fr
eque
ncy
Page 64
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Agg
rega
te P
rodu
ctio
nS
ampl
ing
R 9
0(1
) QA
E m
ay w
aive
Red
ucin
gR
76
afte
r 5 s
ublo
ts/s
hifts
(2)(3
)(4) S
ieve
Ana
lysi
sT
27/T
11
1792
(4) Fi
nene
ss M
odul
us
T 27
/T 1
1(1
)(3)
Woo
d P
artic
les
TM 2
25(4
) San
d E
quiv
alen
tT
176
1792
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
D
egra
datio
nTM
208
Ligh
twei
ght P
iece
sT
113
Org
anic
sT
2140
00
(3) D
ry R
odde
d U
nit W
eigh
t T
1918
2518
25C
(3)(4
) Bul
k S
peci
fic
T 84
&G
ravi
ty &
Abs
orpt
ion
T 85
Por
tland
Cem
ent
M
odifi
ers
Adm
ixtu
res
Dril
ling
Slur
ry
Gro
ut M
ixin
g W
ater
SEC
TIO
N 0
0921
- M
AJO
R S
IGN
SU
PPO
RT
DR
ILLE
D S
HAF
TS
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
080
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A Su
blot
equ
als
1,00
0 To
ns
1/S
ublo
t
&
Sta
rt of
Pro
duct
ion
1 pe
r 10
Sub
lots
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
(3
) Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
See
Sec
tion
4AS
ubm
it to
Lab
See
Sec
tion
4(A
)
(4
) Fin
e A
ggre
gate
(S
ee S
ectio
n 02
690.
30)
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs18
25
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Slu
rry
mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
921.
14 &
00
921.
43(g
)
Page 65
FIE
LD T
ESTE
D M
ATE
RIA
LS A
CC
EPTA
NC
E G
UID
E
(R
evis
ed N
ovem
ber 2
018)
MAT
ERIA
LD
ESC
RIP
TIO
N
TE
ST M
ETH
OD
FOR
M Q
UAL
ITY
ASSU
RAN
CE
AND
OF
734-
Con
trac
tor
Inde
pend
ent A
ssur
ance
/Ver
ifica
tion
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Proj
ect
Reg
ion
Mat
eria
lsC
ontr
olM
anag
erQ
ualit
yLa
bora
tory
Assu
ranc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Por
tland
Cem
ent C
oncr
ete
S
ampl
ing
TM 2
Slu
mp
T 11
9
Pr
ojec
ts u
nder
100
yd³
all
clas
ses
Con
cret
e Te
mpe
ratu
reT
309
1/
Proj
ect r
epre
sent
ing
all c
lass
es o
f PC
CD
ensi
ty (U
nit W
eigh
t)T
121
Yie
ldT1
21
Wat
er/C
emen
t Rat
ioT
121
Proj
ects
ove
r 100
yd³
all
clas
ses
1/50
0 yd
³ per
cla
ss m
inim
um 1
/cla
ssS
treng
thT2
2/23
4000
C
af
ter r
each
ing
600
yd³
Min
imum
freq
uenc
ies
per C
lass
of c
oncr
ete
base
d on
dai
ly p
rodu
ctio
n re
cord
s.(M
) Per
Mix
Des
ign
& S
ourc
ePr
oduc
tion
Freq
uenc
ies
0 to
100
yd³
on
a si
ngle
day
1 Se
t eac
h da
y
Q
uant
ity O
ver 1
00 y
d³10
0 to
600
yd³
on
a si
ngle
day
1 Se
t per
eac
h 10
0 yd
³ or p
ortio
n th
ereo
fov
er 6
00 y
d³ o
n a
sing
le d
ay1
Set p
er e
ach
200
yd³ o
r por
tion
ther
eof
TAB
LE 0
0512
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g
QA
Tes
ting
(M)
(S) 1
per
Sha
ft an
d Te
st a
t m
inim
um
frequ
enci
es
acco
rdin
g to
tabl
e 00
512-
1. R
evie
w
spec
s.
SEC
TIO
N 0
0921
- M
AJO
R S
IGN
SU
PPO
RT
DR
ILLE
D S
HAF
TS
3573
WS
or
400
0C
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
