insert tab section 5 field tested materials guide (type d
TRANSCRIPT
INSERT TAB
SECTION 5
Field Tested Materials Guide (Type D&E Projects)
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
FOR
TYP
E D
OR
E P
RO
JEC
TS O
NLY
Th
e us
e of
this
gui
de w
ill o
nly
be a
llow
ed w
hen
spec
ifica
lly c
alle
d ou
t in
Sec
tion
0016
5. 1
0 (a
) of t
he p
roje
ct S
peci
al P
rovi
sion
s.
This
gui
de s
umm
ariz
es th
e te
stin
g re
quire
men
ts fo
r var
ious
mat
eria
ls u
sed
in th
e co
nstru
ctio
n of
OD
OT/
Loc
al A
genc
y pr
ojec
ts.
It 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 f
requ
ently
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.
Whe
n a
cont
ract
requ
ires
Qua
lity
Con
trol (
QC
) by
the
Con
tract
or, s
ampl
es th
at m
ust b
e se
nt e
lsew
here
for t
estin
g ar
e de
liver
ed to
the
Pro
ject
Man
ager
alo
ng w
ith t
he S
ampl
e D
ata
She
et (
Form
734
-400
0).
Exa
mpl
es o
f th
is a
nd o
ther
tes
t re
port
form
s ar
e in
S
ectio
n 3
of th
is m
anua
l. M
ater
ials
in th
is g
uide
are
list
ed in
the
num
eric
al o
rder
of t
he S
tand
ard
Spe
cific
atio
ns a
nd th
e pr
ojec
t spe
cial
pro
visi
ons.
To
fin
d th
e te
stin
g re
quire
men
ts fo
r a
parti
cula
r m
ater
ial,
first
det
erm
ine
wha
t it w
ill be
use
d fo
r an
d th
en r
efer
to th
e ap
prop
riate
S
peci
ficat
ions
Sec
tion
for
that
pro
duct
. F
or e
xam
ple,
to
look
up
test
ing
requ
irem
ents
for
agg
rega
te t
o be
use
d in
asp
halt
conc
rete
pav
ing,
refe
r to
Sec
tion
0074
5.
D
efin
ition
s
SAM
PLE
SIZE
S –
Ref
er to
Sec
tion
4(C
) fo
r gu
idan
ce o
n m
ater
ial s
ampl
e si
zes,
con
tain
ers,
and
labe
ling.
A
lthou
gh d
esig
ned
for t
he O
DO
T C
entra
l Mat
eria
ls L
abor
ator
y (O
DO
T-C
ML)
, it i
s a
good
gui
de fo
r sam
ples
bei
ng s
ent t
o an
y 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 the
mat
eria
ls
show
n in
Sec
tion
4(C
) of t
his
man
ual.
OD
OT
Qua
lity
Ass
uran
ce P
rogr
am
Oct
ober
201
5
TYPE
S O
F TE
STS
For T
YPE
D O
R E
PR
OJE
CTS
ON
LY
This
Sec
tion
is o
nly
to b
e us
ed o
n pr
ojec
ts w
ere
the
Spe
cial
Pro
visi
ons
spec
ifica
lly c
alls
out
Con
tract
or Q
ualit
y C
ontro
l Typ
e D
or E
. Th
e fo
llow
ing
type
s of
test
s w
ill be
per
form
ed b
y th
e C
ontra
ctor
or E
ngin
eer o
n m
ater
ials
and
pro
duct
s re
quire
d fo
r co
ntra
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 the
qua
lity
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
test
s. F
avor
able
test
resu
lts d
o no
t 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
is p
roce
ssed
as
requ
ired
for t
he p
roje
ct.
2.
Pro
duct
Com
plia
nce
– Th
is te
st ty
pe is
add
ress
ed in
Sec
tion
4(A
) of t
his
Man
ual.
Thi
s se
ctio
n sh
all b
e co
mpl
ied
with
ex
cept
that
und
er P
rodu
ct C
ompl
ianc
e th
e co
ntra
ctor
may
ele
ct to
use
the
OD
OT
Cen
tral L
abor
ator
y or
a n
atio
nally
cr
edite
d pr
ivat
e la
bora
tory
app
rove
d by
the
Eng
inee
r. T
he m
ater
ial s
hall
not b
e in
corp
orat
ed in
to th
e pr
ojec
t unl
ess
Pro
duct
Com
plia
nce
test
s sh
ow fa
vora
ble
resu
lts.
3. Q
ualit
y C
ontr
ol –
The
Con
tract
or w
ill pe
rform
qua
lity
cont
rol t
estin
g as
des
crib
ed in
Sec
tion
2 an
d sp
ecifi
ed in
Sec
tion
5 of
this
Man
ual o
r as
mod
ified
by
the
Spe
cial
Pro
visi
ons
or S
uppl
emen
tal S
tand
ard
Spe
cific
atio
ns.
4. Q
ualit
y As
sura
nce
– Th
e E
ngin
eer s
hall
revi
ew d
ocum
enta
tion
to a
ssur
e its
acc
urac
y an
d co
mpl
eten
ess.
The
Eng
inee
r m
ay e
lect
to h
ave
addi
tiona
l tes
ting
perfo
rmed
by
certi
fied
tech
nici
ans.
5.
Pro
duct
ion
Con
trol
Tes
ting
– Te
stin
g pr
efor
med
by
the
cont
ract
or o
r pro
duce
r at a
rate
that
ass
ures
the
prov
ided
m
ater
ial m
eets
the
qual
ity s
peci
fied.
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
con
stru
ctio
n pr
ojec
ts.
Vis
ual i
nspe
ctio
n, w
hen
stat
ed in
the
cont
ract
, is
a m
etho
d ge
nera
lly u
sed
by th
e P
roje
ct In
spec
tor i
n lie
u of
nor
mal
sa
mpl
ing
and
test
ing
of fi
eld
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 qu
ality
. S
uppo
rting
doc
umen
tatio
n fo
r vis
ual a
ccep
tanc
e is
, at a
min
imum
, a fi
eld
insp
ectio
n re
port.
Con
sult
the
cons
truct
ion
cont
ract
for o
ther
acc
epta
nce
docu
men
t req
uire
men
ts.
Page 1
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
SECT
ION
0033
0-EA
RTHW
ORK
Gra
datio
n (S
ee S
ec. 3
30.1
6(a)
)
Soi
l and
Soi
l/Agg
rega
te M
ixtu
res
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
Fam
ily o
f Cur
ves
R 7
534
68FC
Vis
ual
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
SV
isua
l
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
00 (S
ee S
ectio
n 01
040.
14(b
))V
isua
lR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
TAB
LE 0
0330
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g
Exca
vatio
ns a
nd F
inis
hed
Subg
rade
1 te
st p
er 1
000
yd² Con
tract
or
Furn
ishe
d Te
stin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Qua
lity
Assu
ranc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or
Furn
ishe
d Te
stin
g
Proj
ect M
anag
er
Type
D &
E
Req
uire
s Si
gned
an
d N
otar
ized
St
atem
ent o
f C
ompl
ianc
e Fr
om
Con
trac
tor F
or A
ll Ite
ms
Und
er
Sect
ion
0030
0
See
Tab
le 0
0330
-1
Bel
ow
Qua
lity
Con
trol
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 te
st p
er 5
00 y
d³1
test
per
100
0 yd
²U
nder
350
0 yd
² or y
d³
Ove
r 350
0 yd
² or y
d³
Vis
ual
1 te
st p
er 3
000
yd²
1 te
st p
er 3
000
yd³
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
ce
1/S
oil t
ype
Con
tract
or T
estin
g 1/
Sour
ce &
1/S
oil t
ype
Indi
vidu
al A
reas
Emba
nkm
ents
1 te
st p
er 3
000
yd²
Page 2
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Qua
lity
Con
trol
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
Con
tract
or T
estin
g
W
ater
Con
tract
or T
estin
g
Com
pact
ion
Vis
ual
SEC
TIO
N 0
0332
- SU
RFA
CIN
G S
TAB
ILIZ
ATIO
N A
ggre
gate
Bas
e
Com
pact
ion
SEC
TIO
N 00
333
- AG
GRE
GAT
E DI
TCH
LINI
NG A
ggre
gate
S
ampl
ing
R 9
0R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
27/T
11
1792
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
332.
10
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
332
1/P
roje
ct
or
1/
Sou
rce
Vis
ual
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
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
331
SEC
TIO
N 00
331
- SUB
GRA
DE S
TABI
LIZA
TIO
N
Vis
ual
Page 3
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Qua
lity
Con
trol
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Gra
nula
r Qui
cklim
eS
ieve
Ana
lysi
sT
27C
alci
um H
ydro
xide
Con
tent
in li
me
T 21
9
H
ydra
ted
Lim
e C
alci
um C
hlor
ide
Sod
ium
Chl
orid
e
Por
tland
Cem
ent
Wat
er
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(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
58
Nuc
lear
Gau
ge
T
310
Coa
rse
Par
ticle
Cor
rect
ion
T 99
4000
Ove
r 350
0 yd
²
3468
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0034
4.10
and
Tes
t Res
ults
Cer
tific
ate
prov
ided
acc
ordi
ng to
Sec
tion
0016
5.35
(a)
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
340
Vis
ual
Con
tract
or T
estin
g 1/
Sou
rce
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
1 te
st p
er 3
000
yd²
1793
S
See
Spe
cial
P
rovi
sion
s an
d Ta
ble
0034
4-1
Bel
ow
TAB
LE 0
0344
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g In
divi
dual
Are
asU
nder
350
0 yd
² F
inis
hed
Subg
rade
1 te
st p
er 1
000
yd²
SEC
TIO
N 00
344
-TRE
ATED
SUB
GRA
DER
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 4
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Qua
lity
Con
trol
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
Gra
datio
nT
27/T
11
1792
San
d D
rain
age
Blan
ket
Sam
plin
gR
90
Red
ucin
gR
76
Gra
datio
nT
27/T
11
1792
E
stab
lishi
ng M
axim
um D
ensi
tyD
ensi
ty C
urve
T
9934
68 (f
or C
ompa
ctio
n)
Bul
k S
peci
fic G
ravi
tyT
8534
68
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
SEC
TIO
N 0
0360
- D
rain
age
Bla
nket
s
Und
er 3
500
yd²
Ove
r 350
0 yd
²
1 Te
st p
er 3
ft. i
n de
pth
1/su
blot
m
inim
um 1
/Sou
rce
per P
roje
ct
1/S
ourc
e an
d Ty
pe
1 te
st p
er 3
000
yd²
See
Tab
le 0
0360
-1
Bel
owV
isua
l
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A s
ublo
t equ
als
1000
Ton
s
Vis
ual
1 te
st p
er 3
000
yd²
TAB
LE 0
0360
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g
Exis
ting
Gro
und
Surfa
ce1
test
per
100
0 yd
² F
inis
hed
Sur
face
s1
test
per
100
0 yd
²
Indi
vidu
al A
reas
Page 5
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Qua
lity
Con
trol
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
SEC
TIO
N 00
390
- RIP
RAP
PRO
TECT
ION
Fill
Mat
eria
l & R
ipra
pG
rada
tion
S
ee 0
0390
.11(
c)1
Deg
rada
tion
TM 2
08S
ound
ness
T
104
App
aren
t Spe
cific
Gra
vity
& A
bsor
ptio
nT
8518
25
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
4Li
ghtw
eigh
t Pie
ces
T 11
3
Por
tland
Cem
ent
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
vide
His
tory
of
Pas
sing
Tes
ts
1/P
roje
ct
Con
tract
or
Furn
ishe
d Te
stin
g
Con
tract
or F
urni
shed
Te
stin
g
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Con
tract
or T
estin
g W
hen
Req
uire
dV
isua
l
Pro
vide
His
tory
of
Pas
sing
Tes
tsR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Vis
ual
4000
Con
tract
or F
urni
shed
Te
stin
g40
00
Page 6
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Qua
lity
Con
trol
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) Q
AE
may
wai
veR
educ
ing
R 7
61/
Sub
lot
afte
r 5 s
ublo
ts/s
hifts
(2)(3
) Sie
ve A
naly
sis
T 27
/T 1
1&
T 27
/T 1
1S
tart
of (2
) Coa
rse
Agg
rega
te
(1)(2
) Woo
d P
artic
les
TM 2
25P
rodu
ctio
n(S
ee S
ectio
n 02
690.
20)
(3) S
and
Equ
ival
ent
T 17
6
(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
Sta
rt of
Sta
rt of
Wei
ght
prod
uctio
n an
d pr
oduc
tion
and
(2)(3
) Bul
k S
peci
fic
T 84
& T
85
whe
n ch
ange
s in
w
hen
chan
ges
in
Gra
vity
& A
bsor
ptio
n
aggr
egat
e oc
curs
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
4000
1792
Pro
vide
His
tory
of
Pas
sing
Tes
ts
Pro
vide
His
tory
of
Pas
sing
Tes
ts
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A S
ublo
t equ
als
1000
Ton
s
Con
tract
or
Furn
ishe
d Te
stin
g
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
1/S
et C
ores
per
Te
st p
anel
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
1/S
et C
ores
per
Te
st p
anel
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
(3) Fi
nene
ss M
odul
us
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
040
Page 7
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
SEC
TIO
N 00
405
- TR
ENCH
EXC
AVAT
ION,
BED
DING
, AND
BAC
KFIL
L T
RENC
H FO
UNDA
TIO
N (E
xcav
atio
n B
elow
Gra
de O
nly)
Sel
ecte
d ge
nera
l bac
kfill
Sel
ecte
d gr
anul
ar b
ackf
ill
Sel
ecte
d st
one
back
fill
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
eV
isua
l
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
1793
SC
oars
e P
artic
le C
orre
ctio
nT
99 V
isua
l
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
405.
11
Req
uire
s Si
gned
an
d N
otar
ized
St
atem
ent o
f C
ompl
ianc
e Fr
om
Con
trac
tor F
or A
ll Ite
ms
Und
er
Sect
ion
0040
0
1 Te
st p
er 3
00 ft
. of
Tren
chR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
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.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or
Furn
ishe
d Te
stin
g
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
330.
13
Page 8
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
B
eddi
ng
3/8
" - 0
PC
C fi
ne a
ggre
gate
Sam
plin
gR
90
(See
Sec
tion
0269
0.30
(h))
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
/T 1
117
92 C
omm
erci
al
3/4
" - 0
Agg
rega
te
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
ofM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0044
0 C
omm
erci
al G
rade
Con
cret
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
1 p
er S
ublo
t
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
405
- TR
ENCH
EXC
AVAT
ION,
BED
DING
, AND
BAC
KFIL
L (C
ONT
INUE
D)
Vis
ual
Vis
ual
Vis
ual
Vis
ual
Vis
ual
Vis
ual
Page 9
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
P
ipe
Zone
Mat
eria
l F
lexi
ble
Pipe
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
Bul
k S
peci
fic G
ravi
tyT
85
fo
r Den
se G
rade
d Ba
se A
ggre
gate
C
oars
e P
artic
le C
orre
ctio
nT
9934
68
Com
pact
ion
Nuc
lear
Gau
ge
T 31
017
93B
Use
the
List
ed M
ater
ial r
equi
rem
ents
und
er B
eddi
ng
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 te
st p
er 1
00 ft
. of
Tren
ch a
nd e
very
2.
0 ft.
of F
ill
1/S
ourc
e or
A
ggre
gate
G
rada
tion
Vis
ual
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
Vis
ual
Visu
al
SEC
TIO
N 00
405
- TR
ENCH
EXC
AVAT
ION,
BED
DING
, AND
BAC
KFIL
L (C
ONT
INUE
D)
Page 10
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
T
renc
h B
ackf
ill
E
stab
lishi
ng M
axim
um D
ensi
tyD
ensi
ty C
urve
(1) T
9934
68
(1) M
etho
d "A
" & O
DO
T TM
223
B
ulk
Spe
cific
Gra
vity
T 85
3468
f
or D
ense
Gra
ded
Base
Agg
rega
te
Fam
ily o
f Cur
ves
R 7
534
68FC
Com
pact
ion
Nuc
lear
Gau
geT
310
1793
SC
oars
e P
artic
le C
orre
ctio
nT
99or
17
93B
V
isua
l
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
(C) 1
test
per
100
ft. o
f Tr
ench
and
eve
ry 2
.0
ft. o
f Fill
Cla
ss C
Bac
kfill
- Cle
an s
and
with
10
0% m
inus
1/4
" mat
eria
l
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.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/S
oil T
ype
or
A
ggre
gate
Gra
datio
n
Con
tract
or P
rovi
ded
Test
ing
Cla
ss E
Bac
kfill
- Con
trolle
d Lo
w
Stre
ngth
Mat
eria
l (C
LSM
)
SEC
TIO
N 00
405
- TR
ENCH
EXC
AVAT
ION,
BED
DING
, AND
BAC
KFIL
L (C
ONT
INUE
D)
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
(C) D
ensi
ty te
stin
g is
bas
ed o
n cu
mul
ativ
e lin
eal m
eter
s or
feet
of
pipe
pla
cem
ent.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eV
isua
lM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0033
0.43
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
442
Cla
ss B
Bac
kfill
- 1"-
0 or
3/4
"-0
Gra
nula
r Mat
eria
l
Cla
ss D
Bac
kfill
- Pit
run
or b
ar ru
n m
ater
ial w
ith 3
" max
imum
dim
ensi
on
and
wel
l gra
ded
from
coa
rse
to fi
ne
Page 11
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
S
ECTI
ON
0043
0 - S
UBSU
RFAC
E DR
AINS
Gra
nula
r Dra
in B
ackf
ill M
ater
ial
S
ampl
ing
R 9
0
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
1792
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
1S
lum
pT
119
Con
cret
e Te
mpe
ratu
re
T 30
9
Mod
ifier
s A
dmix
ture
s P
ortla
nd C
emen
t
Stru
ctur
al It
ems
Stre
ngth
T 22
& T
23
Exc
ept V
isua
l Acc
epta
nce
Item
sS
treng
thT
22 &
T 2
340
00C
(See
sec
tion
0044
0.14
(a))
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
030
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
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
(M) (
S) 1
Set
/ D
ay
Min
imum
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Con
tract
or P
rovi
ded
Test
ing
A Su
blot
equ
als
1000
Ton
s
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
4000
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Min
imum
1 P
er
Pro
ject
See
sect
ion
405
for c
ompa
ctio
n re
quire
men
ts
(M) P
er M
ix D
esig
n &
Sour
ce
(S) 1
per e
ach
set o
f cy
linde
rs
SEC
TIO
N 00
440
- CO
MM
ERCI
AL G
RADE
CO
NCRE
TE
Con
tract
or
Pro
vide
d Te
stin
g
Con
tract
or
Pro
vide
d Te
stin
g40
00C
(M)
(S) 1
Set
/20
yd3
Cum
ulat
ive
(Max
imum
1 S
et/d
ay)
Con
tract
or
Pro
vide
d Te
stin
g
3573
WS
or
400
0C
Page 12
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
C
LSM
Mix
ture
Mix
Pro
porti
ons
Tria
l Bat
ch
Stre
ngth
T 22
& T
23
4000
C
Mod
ifier
s
Adm
ixtu
res
Por
tland
Cem
ent
Tre
nch
Wor
k
Con
cret
e Bl
ocks
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
See
Sect
ion
0040
5 fo
r pip
es le
ss th
an 7
2"
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
Con
tract
or P
rovi
ded
Test
ing
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
040
Exca
vatio
n, b
eddi
ng, p
ipe
zone
and
tre
nch
back
fill
Exca
vatio
n, b
eddi
ng, p
ipe
zone
and
tre
nch
back
fill
Con
tract
or
Pro
vide
d Te
stin
g
SEC
TIO
N 00
445
- SAN
ITAR
Y, S
TORM
, CUL
VERT
, SIP
HON,
AND
IRRI
GAT
ION
PIPE
- IN
CLUD
ED W
ITH
SECT
ION
0040
5
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
030
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
010
SEC
TIO
N 00
442
- CO
NTRO
LLED
LO
W S
TREN
GTH
MAT
ERIA
LS (C
LSM
)
1/Pr
ojec
t or S
ourc
eC
ontra
ctor
P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Page 13
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
C
omm
erci
al G
rade
Con
cret
e in
app
urte
nanc
es T
renc
h W
ork
Exc
avat
ion
and
Back
fill
Tre
nche
s in
Uns
tabl
e Ar
eas
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
Con
cret
e
B
ackf
ill M
ater
ial
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)
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
1793
B
Stru
ctur
e Ba
ckfil
l
(S
ectio
n 00
450.
46)
Vis
ual
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Con
tract
or P
rovi
ded
Test
ing
Ope
ratio
ns m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0051
0
Con
tract
or
Pro
vide
d Te
stin
g
3468
BC
ontra
ctor
Pro
vide
d Te
stin
g
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
SEC
TIO
N 00
459
- CAS
T IN
PLA
CE C
ONC
RETE
PIP
E
Vis
ual
Con
tract
or
Pro
vide
d Te
stin
g
SEC
TIO
N 00
450
- STR
UCTU
RAL
PLAT
E PI
PE, P
IPE
ARCH
AN
D AR
CH
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
510
Gra
nula
r Stru
ctur
al B
ackf
ill
Con
tract
or P
rovi
ded
Test
ing
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
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
Page 14
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
S
ECTI
ON
004
60 -
PAVE
D C
ULV
ERT
END
SLO
PES
Com
mer
cial
Gra
de C
oncr
ete
SEC
TIO
N 00
470
- MAN
HOLE
S, C
ATCH
BAS
INS
AND
INLE
TS
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")
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
gR
evie
w D
ocum
enta
tion
for
Acce
ptan
ce
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
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
405
Bas
e D
rain
Bac
kfill
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
470.
17C
ontra
ctor
Pro
vide
d Te
stin
g
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
SEC
TIO
N 00
480
- DRA
INAG
E CU
RBS
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
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
744
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Page 15
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Acc
epta
nce
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Acc
epta
nce
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
SEC
TIO
N 00
495
- TRE
NCH
RESU
RFAC
ING
See
Sec
tion
0049
5.40
for M
ater
ial R
equi
rem
ents
1793
B
3468
B
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
Fill
ing
Aban
done
d Pi
pes,
Man
hole
s an
d C
atch
Bas
ins
(See
sec
tion
0049
0.44
)
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Con
tract
or P
rovi
ded
Test
ing
1 Te
st p
er 1
00 ft
. an
d ev
ery
1.5'
of F
ill
Vis
ual
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r Ac
cept
ance
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 26
30
SEC
TIO
N 00
490
- WO
RK O
N EX
ISTI
NG S
EWER
S AN
D ST
RUC
TURE
S
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
440
Page 16
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Soils
, Soi
l/Agg
rega
te M
ixtu
res
and
Gra
ded
Aggr
egat
es
Gra
nula
r Str
uctu
re B
ackf
illS
ampl
ing
R 9
0 (S
ee S
ectio
n 02
630.
10)
Red
ucin
gR
76
(1
) Sie
ve A
naly
sis
T 27
Frac
ture
(Met
hod
1)T
335
San
d E
quiv
alen
tT
176
Pro
duct
Com
plia
nce
Abr
asio
nT
96D
egra
datio
nTM
208
Pla
stic
ity In
dex
T 90
Sie
ve A
naly
sis
T 11
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(2) T
99
3468
(2
) Met
hod
"A" &
OD
OT
TM 2
23
Bul
k S
peci
fic G
ravi
tyT
85
Vis
ual
f
or D
ense
Gra
ded
Base
Agg
rega
te
Coa
rse
Par
ticle
Cor
rect
ion
T 99
3468
Com
pact
ion
Nuc
lear
Gau
ge
T 31
017
93B
Min
of 1
per
lift
Vis
ual
1/S
oil t
ype
or
Agg
rega
te
Gra
datio
n
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
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)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Req
uire
s Si
gned
an
d N
otar
ized
St
atem
ent o
f C
ompl
ianc
e Fr
om
Con
trac
tor F
or A
ll Ite
ms
Und
er
Sect
ion
0050
0
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e1/
Sub
lot
(Min
imum
1/P
roje
ct)
SEC
TIO
N 00
510
- STR
UCTU
RE E
XCAV
ATIO
N AN
D BA
CKFI
LL
A Su
blot
equ
als
1000
Ton
s
4000
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 p
er
Pro
ject
1792
(1) P
erfo
rm a
min
imum
of 3
test
s Q
L's
requ
ired
Page 17
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
1792
Frac
ture
(Met
hod
2)T
335
Pro
duct
Com
plia
nce
Abr
asio
nT
96
Deg
rada
tion
TM 2
08
(2) D
efle
ctio
n Te
stin
g
TM 1
5817
93B
(2) C
ompa
ctio
n
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.
1/S
ublo
t (M
inim
um
1/P
roje
ct)
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/S
ublo
t(M
inim
um1/
Pro
ject
)
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
(1) P
erfo
rm a
min
imum
of 3
test
s
Q
L's
requ
ired
4000
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 p
er
Pro
ject
SEC
TIO
N 00
510
- STR
UCTU
RE E
XCAV
ATIO
N AN
D BA
CKF
ILL
(CO
NTIN
UED)
Soils
, Soi
l/Agg
rega
te M
ixtu
res
and
Gra
ded
Aggr
egat
esA
Subl
ot e
qual
s 1,
000
Tons
Page 18
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
512
- DRI
LLED
SHA
FTS
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
) W
ood
Par
ticle
sTM
225
(4) S
and
Equ
ival
ent
T 17
6
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
& T
85
Gra
vity
& A
bsor
ptio
n
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
Dril
ling
Slur
ry G
rout
Mix
ing
Wat
er
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
080
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eM
ater
ial m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0202
0
Slu
rry
mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
512.
14 &
005
12.4
3(g)
Con
tract
or
Pro
vide
d Te
stin
g
A Su
blot
equ
als
1000
Mg
or 1
000
Tons
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Min
imum
of 1
per
Pro
ject
Min
imum
of 1
per
Pro
ject
1825
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
(2) P
erfo
rm a
min
imum
of 3
test
s Q
L's
requ
ired
(3
) Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g
(4
) Fin
e A
ggre
gate
(S
ee S
ectio
n 02
690.
30)
Page 19
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
512
- DRI
LLED
SHA
FTS
(CO
NTIN
UED)
P
ortla
nd C
emen
t Con
cret
e
Sam
plin
gTM
2
Slu
mp
T 11
9
Con
cret
e Te
mpe
ratu
reT
309
3573
WS
Den
sity
(Uni
t Wei
ght)
T 12
1or
Yie
ldT
121
4000
CW
ater
/Cem
ent R
atio
T 12
1
Stre
ngth
T 22
& T
23
4000
C
(M) P
er M
ix D
esig
n &
Sour
ce
af
ter r
each
ing
600
yd³
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
(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) (
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.
(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.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Prod
uctio
nFr
eque
ncie
s
Page 20
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
ASTM
AASH
TOQ
ualit
yQ
ualit
yC
ontr
olC
ontr
olTy
pe D
Type
E S
ECTI
ON
005
35 -
POST
-INST
ALLE
D A
NC
HO
R S
YSTE
MS
Res
in B
onde
d An
chor
Sys
tem
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))
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
Vis
ual
(A) 1
Anc
hor/S
ublo
t or p
ortio
n th
ereo
f (M
inim
um 1
/Shi
ft)
(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
.
Vis
ual p
er S
ublo
t
One
dem
onst
ratio
n Te
st in
clud
es 3
anc
hors
(R
esin
sha
ll be
from
sam
e lo
t)
Stre
ngth
of A
ncho
rs
in C
oncr
ete
Ele
men
ts
Stre
ngth
of A
ncho
rs
in C
oncr
ete
Ele
men
ts
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
A Su
blot
equ
als
50 A
ncho
rs
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Page 21
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
ASTM
AASH
TOQ
ualit
yQ
ualit
yC
ontr
olC
ontr
olTy
pe D
Type
E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Mec
hani
cal A
ncho
r Sys
tem
A
ncho
r Ins
talla
tion
Dem
onst
ratio
n Te
stin
gE
488
5292
(Se
e Se
ctio
n 00
535.
45(a
))
Pro
duct
ion
Test
ing
E 4
8852
92 (
See
Sect
ion
0053
5.45
(b))
(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
.
SEC
TIO
N 0
0535
- PO
ST-IN
STAL
LED
AN
CH
OR
SYS
TEM
S (c
ontin
ued)
A Su
blot
equ
als
50 A
ncho
rs
Mec
hani
cal A
ncho
rs
Stre
ngth
of A
ncho
rs
in C
oncr
ete
Ele
men
ts
Stre
ngth
of A
ncho
rs
in C
oncr
ete
Ele
men
ts
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0053
5.10
(b)
Vis
ual p
er S
ublo
t(A
) 1
Anc
hor/S
ublo
t or p
ortio
n th
ereo
f (M
inim
um 1
/Shi
ft)
One
dem
onst
ratio
n Te
st in
clud
es 3
anc
hors
V
isua
l
Page 22
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
SEC
TIO
N 00
540
- CO
NCRE
TE B
RIDG
ES 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
11
1792
(4) Fi
nene
ss M
odul
us
T 27
/T 1
1
(2) P
erfo
rm a
min
imum
of 3
test
s(1
)(3)
Woo
d P
artic
les
TM 2
25(4
) San
d E
quiv
alen
tT
176
Sou
ndne
ss
T 10
4A
bras
ion
T 96
Deg
rada
tion
TM 2
08Li
ghtw
eigh
t Pie
ces
T 11
3O
rgan
ics
T 21
(3) D
ry R
odde
d U
nit W
eigh
t T
1918
2518
25C
(3)(4
) Bul
k S
peci
fic
T 84
& T
85
Gra
vity
& A
bsor
ptio
n
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)
(
4) F
ine
Agg
rega
te
(S
ee S
ectio
n 02
690.
30)
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1
per P
roje
ct
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
Min
imum
1 p
er
Pro
ject
Min
imum
1 p
er
Pro
ject
Con
tract
or
Pro
vide
d Te
stin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A Su
blot
equ
als
1000
Mg
or 1
000
Tons
Con
tract
or P
rovi
ded
Test
ing
1825
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
Man
ufac
ture
C
ompl
ianc
e S
tate
men
tR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
4000
Page 23
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
540
- CO
NCRE
TE B
RIDG
ES (C
ONT
INUE
D) P
ortla
nd C
emen
t Con
cret
e
Sam
plin
gTM
2
Air
Con
tent
T 15
2
Slu
mp
T 11
935
73W
SC
oncr
ete
Tem
pera
ture
T 30
9or
Den
sity
(Uni
t Wei
ght)
T 12
140
00C
Yie
ldT
121
Wat
er/C
emen
t Rat
ioT
121
Stre
ngth
T 22
& T
23
4000
C
(M) P
er M
ix D
esig
n &
Sour
ce
over
600
yd³
on
a si
ngle
day
Prod
uctio
n
TAB
LE 0
0540
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
1 Se
t per
eac
h 20
0 yd
³ or p
ortio
n th
ereo
f10
0 to
600
yd³
on
a si
ngle
day
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.
Q
uant
ity O
ver 1
00 y
d³
0 to
100
yd³
on
a si
ngle
day
1 Se
t eac
h da
y
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Freq
uenc
ies
(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.
(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.
1 Se
t per
eac
h 10
0 yd
³ or p
ortio
n th
ereo
f
Page 24
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Moi
stur
e C
onte
ntT
255/
265
1792
Pol
ymer
Res
in
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
556
- MUL
TI-L
AYER
PO
LYM
ER C
ONC
RETE
OVE
RLAY
Mat
eria
l mus
t mee
t the
requ
irem
ents
of s
ectio
n 00
556.
10R
evie
w D
ocum
enta
tion
for
Acc
epta
nce
At t
ime
of m
ixin
g th
e po
lym
er re
sin.
See
005
56.1
0-b.
Con
tract
or
Pro
vide
d Te
stin
g
Page 25
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Res
in P
rimer
Pol
yest
er R
esin
Bin
der I
nclu
ding
(Initi
ator
, Acc
eler
ator
s &
Inhi
bito
rs)
Agg
rega
te P
rodu
ctio
n
Pro
duct
Com
plia
nce
Moi
stur
e C
onte
ntT
255/
265
Frac
ture
(Met
hod
1)T
335
(1) M
aybe
requ
ired
durin
g P
rodu
ctio
nM
oist
ure
Con
tent
T 25
5/26
517
92
Siev
e An
alys
isT
27/1
117
92C
ontra
ctor
Pro
vide
d Te
stin
gC
ontra
ctor
P
rovi
ded
Test
ing
Pre
mix
ed P
olym
er C
oncr
ete
Den
sity
T 12
135
73W
S(B
) 1/B
atch
(B) 1
/Bat
chM
odul
us o
f Ela
stic
ityTM
759
4000
C
(2) S
ubm
it to
OD
OT
- CM
L
SEC
TIO
N 0
0557
- PR
EMIX
ED P
OLY
MER
CO
NC
RET
E O
VER
LAYS
Mat
eria
l mus
t mee
t the
requ
irem
ents
of s
ectio
n 00
557.
10
Mat
eria
l mus
t mee
t the
requ
irem
ents
of s
ectio
n 00
557.
12 (a
-c)
Bul
k S
peci
fic G
ravi
ty
& A
bsor
ptio
nT
84 &
T 85
4000
1/P
roje
ct o
r Sou
rce
1/P
roje
ct o
r S
ourc
e
Sur
face
Tex
ture
San
d (s
ee s
ectio
n 00
557.
12(e
))
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
(M) M
inim
um 1
se
t/bat
ch
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
(Sub
mitt
2- 5
0 lb
. sam
ples
of
blen
ded
aggr
egat
e (0
0557
.02)
durin
g th
e tri
al o
verla
y).
See
Sec
tion
0055
7.12
(d)
(1) D
urin
g th
e Tr
ial
Ove
rlay
Stri
p
(1) D
urin
g th
e Tr
ial
Ove
rlay
Stri
p
(B) B
atch
is d
efin
ed "P
er M
ixer
or
Por
tion
plac
ed".
(2) 1
set p
er 1
0 ba
tche
s pl
aced
or
min
imum
1 s
et/d
ay
(2) 1
set p
er 1
0 ba
tche
s pl
aced
or
min
imum
1
set/d
ay
(M) 1
set
Rep
rese
nts
a m
inim
um o
f 3
(4"x
8") c
ylin
ders
cas
t per
005
57.4
4(e)
.
(M) M
inim
um 1
se
t/bat
ch
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 26
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
(3)
Coa
rse
Agg
rega
te
(S
ee S
ectio
n 02
690.
20)
(1)(3
) Elo
ngat
ed P
iece
s TM
229
(1)(3
) Woo
d P
artic
les
TM 2
25
(4
) Fin
e A
ggre
gate
(See
Sec
tion
0269
0.30
)A
bras
ion
T 96
4000
Deg
rada
tion
TM 2
08S
ound
ness
T
104
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
& T
85
Gra
vity
& A
bsor
ptio
n
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
Mix
ing
Wat
er
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
.)
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
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
Min
imum
1 P
er
Pro
ject
Min
imum
1 P
er
Pro
ject
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
agg
rega
te o
ccur
s
Sta
rt of
pr
oduc
tion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs
Con
tract
or
Pro
vide
d Te
stin
gC
ontra
ctor
Pro
vide
d Te
stin
g
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
1792
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
559
- STR
UCTU
RAL
CONC
RETE
OVE
RLAY
S
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1825
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 27
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Por
tland
Cem
ent C
oncr
ete
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
ldT
121
W/C
Rat
io
T 12
1
Late
x M
odifi
ed C
oncr
ete
Fine
Agg
rega
te M
oist
ure
T 25
5 / T
265
17
92
Mix
er C
alib
ratio
n(M
) Per
Mix
Des
ign
& S
ourc
e
Bro
adca
st A
ggre
gate
Moi
stur
e C
onte
ntT
255/
265
1792
Moi
stur
e C
onte
ntT
255/
265
1792
(S
) 1 S
et R
epre
sent
s a
min
imum
of
3 C
ylin
ders
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e1
/ Sub
lot o
r M
inim
um 1
per
Shi
ft
Con
tract
or P
rovi
ded
Test
ing
A s
ublo
t equ
als
1 se
t of t
ests
per
50
yd3
3573
WS
or
4000
C
SEC
TIO
N 00
559
- STR
UCTU
RAL
CONC
RETE
OVE
RLAY
S (C
ONT
INUE
D)
(M)
(S) 1
Set
Cyl
inde
rs
per 5
0yd
3 M
inim
um 1
se
t/shi
ft
4000
C
Test
at t
ime
of
pack
agin
g an
d sh
ipm
ent.
See
S
ectio
n 00
590.
10-c
Con
tract
or
Pro
vide
d Te
stin
g
Test
at t
ime
of
pack
agin
g an
d sh
ipm
ent.
See
S
ectio
n
00
590.
10-c
Fiel
d Te
st a
t tim
e of
Mix
ing
Pol
ymer
R
esin
. S
ee
Sec
tion
0059
0.10
-c
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
590
- PO
LYM
ER M
EMBR
ANE
T 22
& T
23
Stre
ngth
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or
Pro
vide
d Te
stin
g
Fiel
d Te
st a
t tim
e of
M
ixin
g P
olym
er
Res
in.
See
Sec
tion
0059
0.10
-c
(M)
(S) 1
Set
C
ylin
ders
per
50y
d3
Min
imum
1 s
et/s
hift
Page 28
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Gra
vel L
evel
ing
Pads
Bac
kfill
Abr
asio
nT9
6 (S
ee S
ectio
n 02
630.
10)
Deg
rada
tion
TM 2
08
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
Sou
ndne
ss
T 10
440
00A
bras
ion
T 96
Bac
kfill
Deg
rada
tion
TM 2
08 (P
rodu
ct C
ompl
ianc
e)Li
ghtw
eigh
t Pie
ces
T 11
340
00(3
) (See
Sec
tion
2690
.20(
a) th
ru26
90.2
0(d)
& 2
690.
20(f)
(3) M
odul
ar B
lock
Cor
e an
d D
rain
age
Sam
plin
gR
90
Bac
kfill
Red
ucin
gR
76
(2
) Sie
ve A
naly
sis
T 27
/T 1
117
92(1
) QA
E m
ay w
aive
(1) W
ood
Par
ticle
sTM
225
afte
r 5 s
ublo
ts/s
hifts
Frac
ture
(Met
hod
2)
T 33
5
Elo
ngat
ed P
iece
sTM
229
1792
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
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A Su
blot
equ
als
1,00
0 To
ns Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
4000
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
(3) M
odul
ar B
lock
Cor
e an
d D
rain
age
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
Min
imum
1 P
er
Pro
ject
1792
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
1/S
ublo
tV
isua
l
1/S
ublo
t or M
inim
um
1 P
er P
roje
ct
SEC
TIO
N 00
596A
- M
ECHA
NICA
LLY
STAB
ILIZ
ED E
ARTH
RET
AINI
NG W
ALLS
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eA
Subl
ot e
qual
s 1,
000
Tons
Min
imum
1/P
roje
ct
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e 1/
5,00
0 To
ns M
inim
um
1/Pr
ojec
t
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
4000
Page 29
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Gab
ion
Bask
et F
illD
egra
datio
nTM
208
(Pro
duct
Com
plia
nce)
Sou
ndne
ss
T 10
4(S
ee S
ectio
n 00
390.
11(b
))A
ppar
ent S
peci
fic G
ravi
ty &
Abs
orpt
ion
T 85
1825
Gra
datio
n
Vis
ual
1/
Sub
lot (
Min
imum
1/
Pro
ject
)
4000
1/50
00 T
ons
Min
imum
1/P
roje
ct
SEC
TIO
N 00
596A
- M
ECHA
NICA
LLY
STAB
ILIZ
ED E
ARTH
RET
AINI
NG W
ALLS
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Min
imum
1 p
er
Pro
ject
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
Page 30
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
M
SE G
ranu
lar W
all B
ackf
illA
bras
ion
T96
4000
(Pro
duct
Com
plia
nce)
Deg
rada
tion
TM 2
08 (A
lso
refe
renc
e 02
630.
10)
Sie
ve A
naly
sis
T 11
P
last
icity
Inde
x
T 90
pH
T 28
9R
esis
tivity
T 28
8O
rgan
ic C
onte
ntT
267
4000
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
(2) T
99
3468
(2
) Met
hod
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
Def
lect
ion
Test
ing
TM 1
5817
93B
1 pe
r lay
erV
isua
l
1/50
00 T
ons
Min
imum
1/P
roje
ct
Con
tract
or P
rovi
ded
Test
ing
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
SEC
TIO
N 00
596A
- M
SE R
ETAI
NING
WAL
LS
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Min
imum
1 p
er
Pro
ject
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
1/10
0 yd
3 (M
inim
um
1/da
y)V
isua
l
1/A
ggre
gate
G
rada
tion/
Per
S
ourc
e
1793
B
A Su
blot
Equ
als
or 2
000
Tons R
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Vis
ual
1/5
Sub
lots
1792
1/S
ublo
t (M
inim
um
1/P
roje
ct)
Vis
ual
Page 31
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Gra
vel L
evel
ing
Pads
Bac
kfill
Abr
asio
nT9
6 (S
ee S
ectio
n 02
630.
10)
Deg
rada
tion
TM 2
08
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
Vis
ual
(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(d)
& 2
690.
20(f)
(3) M
odul
ar B
lock
Cor
e an
d D
rain
age
Sam
plin
gR
90
Bac
kfill
Red
ucin
gR
76
(2
) Sie
ve A
naly
sis
T 27
/T 1
117
92(1
) QA
E m
ay w
aive
(1) W
ood
Par
ticle
sTM
225
afte
r 5 s
ublo
ts/s
hifts
Frac
ture
(Met
hod
2)
T 33
5
Elo
ngat
ed P
iece
sTM
229
1792
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
Vis
ual
(2) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
4000
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
A Su
blot
equ
als
1000
Ton
s M
inim
um 1
/Pro
ject
1792
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A Su
blot
equ
als
1000
Ton
s
1/S
ublo
t (M
inim
um 1
P
er P
roje
ct)
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Min
imum
1 P
er
Pro
ject
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
596B
- PR
EFAB
RICA
TED
MO
DULA
R RE
TAIN
ING
WAL
LS
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
1/50
00 T
ons
Min
imum
1/P
roje
ct
1/S
ublo
tV
isua
lR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e40
00
Vis
ual
Con
tract
or P
rovi
ded
Test
ing
Page 32
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Gab
ion
Bask
et F
illD
egra
datio
nTM
208
(Pro
duct
Com
plia
nce)
Sou
ndne
ss
T 10
4(S
ee S
ectio
n 00
390.
11(b
))A
ppar
ent S
peci
fic G
ravi
ty &
Abs
orpt
ion
T 85
1825
Gra
datio
n
1/S
ublo
tV
isua
l
Min
imum
1 P
er
Pro
ject
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e1/
5000
Ton
s M
inim
um 1
/Pro
ject
4000
SEC
TIO
N 00
596B
- PR
EFAB
RICA
TED
MO
DULA
R RE
TAIN
ING
WAL
LS
Page 33
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
0R
educ
ing
R 7
6(1
) Sie
ve A
naly
sis
T 27
San
d E
quiv
alen
tT
176
Frac
ture
(Met
hod
1)T
335
1792
Pla
cem
ent
Est
ablis
hing
Max
imum
Den
sity
Den
sity
Cur
ve
(2) T
99
3468
(2
) Met
hod
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
Vis
ual
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
Vis
ual
Min
imum
1 P
er
Pro
ject
1/10
0 yd
3 (M
inim
um
1/da
y)V
isua
l
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/5
Sub
lots
Con
tract
or P
rovi
ded
Test
ing
A Su
blot
Equ
als
2000
Ton
s
1792
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
596B
- PR
EFAB
RICA
TED
MO
DULA
R RE
TAIN
ING
WAL
LS
1/50
00 T
ons
Min
imum
1/P
roje
ct
1/A
ggre
gate
G
rada
tion/
Per
S
ourc
e
1793
B
1/Su
blot
(Min
. 1 P
er
Proj
ect)
V
isua
l
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 34
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
)
Sie
ve A
naly
sis
T27
4000
1/S
ublo
tV
isua
l
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
Vis
ual
A Su
blot
Equ
als
2000
Ton
s
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
1/50
00 T
ons
Min
imum
1/P
roje
ct Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 P
er
Pro
ject
Test
ing
Freq
uenc
y fo
r Pro
duct
Com
plia
nce
per S
ourc
e
4000
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
1/S
ublo
t
(1) P
erfo
rm a
min
imum
of 3
test
s,
QL'
s re
quire
d
SEC
TIO
N 00
596C
- CA
ST-IN
-PLA
CE C
ONC
RETE
RET
AINI
NG W
ALLS
Page 35
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Pla
cem
ent
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
) Met
hod
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
Def
lect
ion
Test
ing
TM 1
5817
93B
1 pe
r lay
erV
isua
l
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.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
1/10
0 yd
3 (M
inim
um
1/da
y)V
isua
l
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
596C
- CA
ST-IN
-PLA
CE C
ONC
RETE
RET
AINI
NG W
ALLS
Page 36
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Agg
rega
te S
ubba
se G
radi
ngAb
rasi
onT
9640
00 (S
ee 0
0635
.10)
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
San
d E
quiv
alen
tT
176
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
635
- GRI
D-RO
LLED
AG
GRE
GAT
E SU
BBAS
E
Con
tract
or P
rovi
ded
Test
ing
1792
Req
uire
s Si
gned
an
d N
otar
ized
St
atem
ent o
f C
ompl
ianc
e Fr
om
Con
trac
tor F
or A
ll Ite
ms
Und
er
Sect
ion
0060
0
Page 37
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
A
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00
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
1792
San
d E
quiv
alen
tT
176
Agg
rega
te B
ase
and
Shou
lder
sA
bras
ion
40
00D
egra
datio
nTM
208
Gra
ding
Agg
rega
te B
ase
(See
026
30)
Sam
plin
gR
90
Agg
rega
te S
houl
der (
See
026
40)
Red
ucin
gR
76
Ope
n G
rade
d A
ggre
gate
Bas
e(1
) Sie
ve A
naly
sis
T 27
1792
(See
026
30.1
1)(2
) S
and
Equ
ival
ent
T 17
6(1
) Per
form
at l
east
3 te
sts
(2) M
ay b
e w
aive
d by
QA
EFr
actu
re (M
etho
d 1)
T 33
517
92 P
LAC
EMEN
T A
ggre
gate
Bas
e P
lant
Mix
App
licat
ions
Onl
y A
ggre
gate
(Mix
ture
)S
ampl
ing
R 9
01/
Sub
lot
Red
ucin
gR
76
or m
inim
umM
oist
ure
T 25
5 &
1792
1per
day
T 26
5D
ensi
ty C
urve
(3
) T 99
Coa
rse
Par
ticle
TM
223
C
orre
ctio
n
(3) M
etho
d A
Bul
k S
peci
fic G
ravi
tyT
85 C
ompa
ctio
n
Def
lect
ion
Test
ing
TM 1
5817
93B
1 p
er S
ublo
tV
isua
l
N
ucle
ar G
auge
T310
(D) (I
ndiv
idua
l tes
ts m
ust m
eet
Spec
ifica
tion)
A S
ublo
t equ
als
2000
Ton
s
Con
tract
or P
rovi
ded
Test
ing
Subm
it R
equi
red
Doc
umen
tatio
n
Subm
it R
equi
red
Doc
umen
tatio
nM
inim
um 1
per
P
roje
ct
Subm
it R
equi
red
Doc
umen
tatio
n
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
641
- AG
GRE
GAT
E SU
BBAS
E, B
ASE,
AND
SHO
ULDE
RS
Esta
blis
hing
Max
imum
Den
sity
&
Opt
imum
Moi
stur
e (M
ix D
esig
n)
Vis
ual
3468
Eac
h S
ize
Per
S
ourc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A S
ublo
t equ
als
2000
Ton
s
1793
B(D
) 5 T
ests
Per
S
ublo
tV
isua
l
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Subm
it R
equi
red
Doc
umen
tatio
n
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Vis
ual
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 38
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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 00
641
- AG
GRE
GAT
E SU
BBAS
E, B
ASE,
AND
SHO
ULDE
RS (C
ontin
ued)
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 39
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
S
ECTI
ON
006
80 -
STO
CK
PILE
D A
GG
REG
ATES
Agg
rega
te B
ase
and
Shou
lder
s
(S
ee S
ectio
n 00
641)
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Sam
plin
g
(1
) Per
form
at l
east
3 te
sts
Red
ucin
gR
76
(2) M
ay b
e w
aive
d by
QA
E(1
) Sie
ve A
naly
sis
T 27
(2)
San
d E
quiv
alen
tT
176
Frac
ture
(Met
hod
1)T
335
1792
1/5
Sub
lots
Visu
alAg
greg
ate
(San
ding
Agg
rega
te)
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
(3
) May
be
wai
ved
by Q
AE
(3) C
lean
ness
Val
ueTM
227
Abr
asio
nT
9640
00D
egra
datio
nTM
208
Ligh
twei
ght P
iece
sT
113
4000
Frac
ture
(Met
hod
1)T
335
1792
Elo
ngat
ed P
iece
sTM
229
Woo
d P
artic
les
TM 2
2517
92
Visu
al
Vis
ual
Min
imum
1 p
er
Sou
rce/
Pro
ject
Con
tract
or P
rovi
ded
Test
ing
1792
1792
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
A Su
blot
equ
als
1000
Ton
sRev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A Su
blot
equ
als
2,00
0 To
ns
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1 p
er
Sou
rce/
Pro
ject
Vis
ual
Visu
al1/
5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 40
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
S
ECTI
ON
0068
0 - S
TOCK
PILE
D AG
GRE
GAT
ES (C
ONT
INUE
D)
Em
ulsi
fied
AC A
ggre
gate
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(1
) QA
E m
ay w
aive
Dry
Rod
ded
Uni
t Wei
ght
T 19
4000
afte
r 5 s
ublo
ts/s
hifts
Sam
plin
gR
90
Red
ucin
gR
76
(2) Q
AE
may
wai
ve w
et(5
) Fra
ctur
eT
335
1792
siev
e af
ter 5
sub
lots
/shi
fts if
a
(1) W
ood
Par
ticle
sTM
225
corr
elat
ion
to d
ry s
ieve
can
be
(1)(4
) Elo
ngat
ed P
iece
s
TM 2
29de
mon
stra
ted
(2) S
ieve
Ana
lysi
sT2
7/T
11(3
) May
be
wai
ved
by Q
AE
(3) C
lean
ness
Val
ueTM
227
1792
Dry
Rod
ded
Uni
t Wei
ght
T 19
Star
t of
(4
) Not
requ
ired
for D
ry K
ey M
ater
ial
prod
uctio
n an
d
(5) 1
/5 S
ublo
ts &
Sta
rt of
Pro
duct
ion
whe
n ch
ange
s in
aggr
egat
e oc
curs
Agg
rega
te (O
ther
)
(See
Sec
tions
007
05, 0
0706
, 007
10,
0071
1,
0071
2 an
d 00
715)
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eU
se s
ampl
ing
and
test
ing
frequ
enci
es re
quire
d fo
r pro
pose
d en
d pr
oduc
t use
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
Visu
al
Con
tract
or P
rovi
ded
Test
ing
Visu
al
Visu
al
Min
imum
1 p
er
Sou
rce/
Pro
ject
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1825
18
25C
Page 41
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Agg
rega
te P
rodu
ctio
n A
ggre
gate
Cov
er M
ater
ial
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
1792
Asp
halt
Prim
e an
d Fo
g C
oat
Asp
halt
Cem
ent
Com
plia
nce
R 6
640
00 (E
mul
sion
)
Agg
rega
te P
rodu
ctio
n
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
/T 1
117
92
Em
ulsi
fied
Asph
alt C
emen
t E
mul
sifie
d A
spha
ltC
ompl
ianc
e
4000
Pol
ymer
Mod
ified
Em
ulsi
on
Add
itive
s M
iner
al F
iller
Mix
ture
Vis
ual
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
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
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
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Req
uire
s Si
gned
an
d N
otar
ized
St
atem
ent o
f C
ompl
ianc
e Fr
om
Con
trac
tor F
or
All
Item
s U
nder
Se
ctio
n 00
700
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Pro
cess
C
ontro
l
SEC
TIO
N 0
0705
- AS
PHAL
T PR
IME
CO
AT a
nd E
MU
LSIF
IED
ASP
HAL
T FO
G C
OAT
SEC
TIO
N 00
706
- EM
ULSI
FIED
ASP
HALT
SLU
RRY
SEAL
SUR
FACI
NG
A s
ublo
t equ
als
1000
Ton
s. A
min
imum
1 p
er s
hift
Pro
vide
Pro
cess
C
ontro
lV
isua
l
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 42
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Abr
asio
nT
9640
00D
egra
datio
nTM
208
S
ound
ness
T
104
Li
ghtw
eigh
t Pie
ces
T 11
3D
ry R
odde
d U
nit W
eigh
tT
1940
00(1
) QA
E m
ay w
aive
afte
r 5 s
ublo
ts/s
hifts
Sam
plin
gR
90
Red
ucin
gR
76
(5) F
ract
ure
T 33
517
92(1
) Woo
d P
artic
les
TM 2
25(1
)(4) E
long
ated
Pie
ces
T
M 2
29
(2
) Sie
ve A
naly
sis
T27/
T 11
(3) M
ay b
e w
aive
d by
QA
E(3
) Cle
anne
ss V
alue
TM 2
2717
92D
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(
4)N
ot re
quire
d fo
r Dry
Key
Mat
eria
lw
hen
chan
ges
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
Aggr
egat
e Pr
oduc
tion
exce
pt c
hang
e th
e sa
mpl
ing
frequ
ency
to th
e fo
llow
ing:
a.
One
Per
5 s
ublo
ts m
eans
"One
Set
of T
ests
Per
250
0 To
ns".
c.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
(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
Visu
al
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
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
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1 p
er S
ublo
tV
isua
l
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
.
Prep
rodu
ced
Aggr
egat
e
Page 43
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Abr
asio
nT
9640
00D
egra
datio
nTM
208
S
ound
ness
T
104
Li
ghtw
eigh
t Pie
ces
T 11
3D
ry R
odde
d U
nit W
eigh
tT
1940
00(1
) QA
E m
ay w
aive
afte
r 5 s
ublo
ts/s
hifts
Sam
plin
gR
90
Red
ucin
gR
76
(5) F
ract
ure
T 33
517
92(1
) Woo
d P
artic
les
TM 2
25(1
)(4) E
long
ated
Pie
ces
TM 2
29
(2
) Sie
ve A
naly
sis
T 27
/T 1
1(3
) May
be
wai
ved
by Q
AE
(3) C
lean
ness
Val
ueTM
227
1792
Dry
Rod
ded
Uni
t Wei
ght
T 19
1825
Sta
rt of
1825
Cpr
oduc
tion
and
(
4)N
ot re
quire
d fo
r Dry
Key
Mat
eria
lw
hen
chan
ges
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
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
Aggr
egat
e Pr
oduc
tion
exce
pt c
hang
e th
e sa
mpl
ing
frequ
ency
to th
e fo
llow
ing:
a.
One
Per
5 s
ublo
ts m
eans
"One
Set
of T
ests
Per
250
0 To
ns".
c.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
SEC
TIO
N 0
0711
- PR
E-C
OAT
ED A
GG
REG
ATE
ASPH
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1 p
er S
ublo
tV
isua
l
(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
dR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
Visu
al
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
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
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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)
Req
uire
d at
sta
rt o
f pr
oduc
tion
and
if m
eter
sC
old
Feed
Moi
stur
eT
255/
265
fail
to m
eet s
peci
ficat
ion
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
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
Pro
duct
ion
Con
trol T
estin
g
SEC
TIO
N 00
711
- PRE
-CO
ATED
AG
GRE
GAT
E AS
PHAL
T SU
RFAC
E TR
EATM
ENT
(CO
NTIN
UED)
1/S
ublo
t or M
in.
1/D
ay
2043
an
d 24
01D
aily
Pro
duct
ion
Pro
duct
ion
Con
trol T
estin
g
2277
1/S
ublo
t or M
in.
1/D
ay
1/50
Ton
s S
ubm
it A
ll
2277
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Page 45
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Abr
asio
nT
9640
00D
egra
datio
nTM
208
S
ound
ness
T
104
Li
ghtw
eigh
t Pie
ces
T 11
3D
ry R
odde
d U
nit W
eigh
tT
1940
00(1
) QA
E m
ay w
aive
afte
r 5 s
ublo
ts/s
hifts
Sam
plin
gR
90
Red
ucin
gR
76
(5) F
ract
ure
T 33
517
92(1
) Woo
d P
artic
les
TM 2
25(1
)(4) E
long
ated
Pie
ces
TM
229
(2
) Sie
ve A
naly
sis
T 27
/T 1
1(3
) May
be
wai
ved
by Q
AE
(3) C
lean
ness
Val
ueTM
227
1792
Dry
Rod
ded
Uni
t Wei
ght
T 19
1825
Sta
rt of
1825
Cpr
oduc
tion
and
(
4)N
ot re
quire
d fo
r Dry
Key
Mat
eria
lw
hen
chan
ges
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
Aggr
egat
e Pr
oduc
tion
exce
pt c
hang
e th
e sa
mpl
ing
frequ
ency
to th
e fo
llow
ing:
a.
One
Per
5 s
ublo
ts m
eans
"One
Set
of T
ests
Per
250
0 To
ns".
c.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
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
.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1 p
er S
ublo
tV
isua
l
(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
dR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Visu
al
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
SEC
TIO
N 00
712
- DRY
KEY
EM
ULSI
FIED
ASP
HALT
SUR
FACE
TRE
ATM
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Prep
rodu
ced
Aggr
egat
e
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
Page 46
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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
ggre
gate
Pro
duct
ion
Abr
asio
nT
9640
00D
egra
datio
nTM
208
S
ound
ness
T
104
Ligh
twei
ght P
iece
sT
113
Dry
Rod
ded
Uni
t Wei
ght
T 19
4000
(1) Q
AE
may
wai
veaf
ter 5
sub
lots
/shi
ftsS
ampl
ing
R 9
0R
educ
ing
R 7
6(5
) Fra
ctur
eT
335
1792
(1) W
ood
Par
ticle
sTM
225
(1)(4
) Elo
ngat
ed P
iece
s
TM 2
29
(2
) Sie
ve A
naly
sis
T27/
T 11
(3) M
ay b
e w
aive
d by
QA
E(3
) Cle
anne
ss V
alue
TM 2
2717
92D
ry R
odde
d U
nit W
eigh
tT
1918
25S
tart
of
1825
Cpr
oduc
tion
and
(
4)N
ot re
quire
d fo
r Dry
Key
Mat
eria
lw
hen
chan
ges
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
Aggr
egat
e Pr
oduc
tion
exce
pt c
hang
e th
e sa
mpl
ing
frequ
ency
to th
e fo
llow
ing:
a.
One
Per
5 s
ublo
ts m
eans
"One
Set
of T
ests
Per
250
0 To
ns".
c.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
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
.
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1 p
er S
ublo
tV
isua
l
(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
Visu
al
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Prep
rodu
ced
Aggr
egat
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
Page 47
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
720
- CO
LD IN
-PLA
CE R
ECYC
LED
ASPH
ALT
CONC
RETE
PAV
EMEN
T (C
IR)
A
spha
lt C
emen
tC
ompl
ianc
eR
66
(Em
ulsi
fied
Rec
yclin
g Ag
ent)
Agg
rega
te P
rodu
ctio
nS
ampl
ing
R 9
0 C
hoke
Agg
rega
teR
educ
ing
R 7
6 (S
ee 0
0705
)S
ieve
Ana
lysi
sT
2717
92
Rec
yclin
g Ag
ent
Com
plia
nce
R 6
640
00 (S
ee 0
0745
.11)
Rec
yclin
g Ag
ent
Com
plia
nce
R 6
640
00 A
spha
lt C
oncr
ete
Mix
ture
Tac
kC
ompl
ianc
eR
66
4000
Wat
er
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
The
type
of r
ecyc
ling
agen
t will
be li
sted
in th
e S
peci
al P
rovi
sion
s S
ECTI
ON
0072
5 - H
OT
IN-P
LACE
REC
YCLE
D (H
IR) A
SPHA
LT C
ONC
RETE
PAV
EMEN
T
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
340.
10
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
SEC
TIO
N 00
730
- AS
PHAL
T TA
CK C
OAT
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
SEC
TIO
N 00
721
- CO
LD R
ECYC
LED
EMUL
SIFI
ED A
SPHA
LT C
ONC
RETE
PAV
EMEN
T (C
RP)
4000
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A S
ublo
t equ
als
1000
Ton
s
Vis
ual
Pro
vide
Pro
cess
C
ontro
lV
isua
lR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Page 48
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 0
0735
- EM
ULS
IFIE
D A
SPH
ALT
CO
NC
RET
E PA
VEM
ENT
Agg
rega
te p
rodu
ctio
nA
bras
ion
T 96
4000
Deg
rada
tion
TM 2
08S
ound
ness
T
104
Ligh
twei
ght P
iece
sT
113
4000
Sam
plin
gR
90
Red
ucin
gR
76
Sie
ve A
naly
sis
T 27
/T 1
117
92(1
) May
be
wai
ved
by Q
AE
(1) C
lean
ness
Val
ueTM
227
Frac
ture
T 33
5(2
) QA
E m
ay w
aive
(2) E
long
ated
Pie
ces
TM 2
29af
ter 5
sub
lots
/shi
fts(2
) Woo
d P
artic
les
TM 2
2517
92
Cho
ke A
ggre
gate
Sie
ve A
naly
sis
T 27
1792
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
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
. (F
or p
repr
oduc
ed a
ggre
gate
s, 1
shi
ft sh
all m
ean
1000
Ton
s)
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1
per P
roje
ct
Pro
vide
Pro
cess
C
ontro
lV
isua
l
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
1/S
ublo
t & S
tart
of
Pro
duct
ion
Page 49
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
735
- EM
ULSI
FIED
ASP
HALT
CO
NCRE
TE P
AVEM
ENT
(CO
NTIN
UED)
Mix
ture
Acc
epta
nce
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 As
phal
tM
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
Asph
alt C
emen
tC
ompl
ianc
eR
66
4000
See
Spe
cific
atio
ns w
hen
Test
ing
is R
equi
red
by A
genc
yP
rovi
de P
roce
ss
Con
trol
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Dai
ly P
rodu
ctio
n
Pro
vide
Pro
cess
C
ontro
l
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Vis
ual
A S
ublo
t equ
als
1000
Ton
s of
Mix
ture
Vis
ual
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
740
- CO
MM
ERCI
AL A
SPHA
LT C
ONC
RETE
PAV
EMEN
T (C
ACP)
Page 50
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
743
- PO
ROUS
ASP
HALT
CO
NCRE
TE (P
AC)
Agg
rega
te P
rodu
ctio
nS
ound
ness
T
104
4000
Abr
asio
nT
96D
egra
datio
nTM
208
Li
ghtw
eigh
t Pie
ces
T 11
3
Pla
stic
ity In
dex
T
9040
00
(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.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or
Pro
vide
d Te
stin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Con
tract
or
Pro
vide
d Te
stin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
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
.
(1)(
2)(3
) Woo
d P
artic
les
TM
225
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
1792
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
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1
per P
roje
ct
(3) C
oars
e A
gg (+
No.
4)
(4) Fi
ne A
gg (
- No.
4)
Page 51
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Gra
datio
n Igni
tion
met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gR
97
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
)
(1) S
ubm
it S
ampl
es a
min
imum
of 2
D
ays
Prio
r to
AC
P P
rodu
ctio
n A
spha
lt C
onte
nt
Igni
tion
Met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
Met
hod
Sam
plin
gR
97
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)
Req
uire
d at
sta
rt o
f &
Pro
duct
ion
Rec
ords
2043
prod
uctio
n an
d if
met
ers
Dai
lyan
dfa
il to
mee
t spe
cific
atio
n24
01
SEC
TIO
N 00
743
- PO
ROUS
ASP
HALT
CO
NCRE
TE (P
AC) (
CONT
INUE
D)
1/JM
F &
Eac
h C
alen
dar Y
ear.
1/S
ublo
t or M
in.
1/D
ay
1/S
ublo
t or M
in.
1/da
y22
77
1/JM
F &
Eac
h C
alen
dar Y
ear.
Pro
duct
ion
Con
trol T
estin
g
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/S
ublo
t
or
Min
. 1/d
ay
2277
1/S
ublo
t or M
in. 1
/day
Dai
ly P
rodu
ctio
nP
rodu
ctio
n C
ontro
l Tes
ting
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Mix
ture
Acc
epta
nce
- PAC
with
RAP
Page 52
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
743
- PO
ROUS
ASP
HALT
CO
NCRE
TE (P
AC) (
CONT
INUE
D)
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
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gR
97
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
)
(1) S
ubm
it S
ampl
es a
min
imum
of 2
D
ays
Prio
r to
AC
P P
rodu
ctio
n A
spha
lt C
onte
nt
Igni
tion
Met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
Met
hod
Sam
plin
gR
97
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
& P
rodu
ctio
n R
ecor
ds20
43D
aily
and
2401
Pro
duct
ion
Con
trol T
estin
g
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.
Pro
duct
ion
Con
trol T
estin
g
1/JM
F &
Eac
h C
alen
dar Y
ear.
Mix
ture
Acc
epta
nce
- PAC
with
out R
AP
A S
ublo
t eq
uals
100
0 To
ns
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
1/S
ublo
t or M
in.
1/da
yP
rodu
ctio
n C
ontro
l Tes
ting
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/S
ublo
t
or
Min
. 1/d
ay
Pro
duct
ion
Con
trol T
estin
g
(1) N
ot re
quire
d if
Asp
halt
Con
tent
A
ccep
ted
by M
eter
Met
hod
A S
ublo
t eq
uals
100
0 To
ns
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
nP
rodu
ctio
n C
ontro
l Tes
ting
1/S
ublo
t or M
in.
1/D
ay
Page 53
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
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) R
AP
Per
cent
age
(1) R
AP
Moi
stur
e
T 32
9
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1/S
ublo
t See
S
ectio
n 4C
2277
1/S
ublo
t or M
in.
1/D
ay
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
4000
2401
&
20
43D
aily
Pro
duct
ion
Pro
duct
ion
Con
trol T
estin
g
1/S
ublo
t or M
in.
1/D
ay
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
SEC
TIO
N 00
743
- PO
ROUS
ASP
HALT
CO
NCRE
TE (P
AC) (
CONT
INUE
D)
1/S
ublo
t or M
in.
1/D
ay22
77
Mix
ture
Acc
epta
nce
- PAC
with
and
with
out R
APA
Sub
lot
equa
ls 1
000
Tons
2277
(1) If
app
licab
le
Page 54
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
n
Mix
ture
Acc
epta
nce
Gra
datio
n
Igni
tion
met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gR
97
Red
ucin
g
R 4
7
(Res
idua
l agg
rega
te fr
omS
ieve
ana
lysi
sT
30A
AS
HTO
T 3
08)
(1
) Sub
mit
Sam
ples
a m
inim
um o
f 2
Day
s P
rior t
o A
CP
Pro
duct
ion
Asp
halt
Con
tent
Igni
tion
Met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
Met
hod
Sam
plin
gR
97
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
Pro
duct
ion
Con
trol T
estin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
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
1/JM
F &
Eac
h C
alen
dar Y
ear.
Vis
ual
Pro
vide
Pro
cess
C
ontro
lR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
See
Spe
cific
atio
ns w
hen
Agg
rega
te T
estin
g is
Req
uire
d by
Age
ncy
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
duct
ion
Con
trol T
estin
g
Page 55
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Com
pact
ion
Nuc
lear
Den
sity
T
355
1793
A(D
) Ave
rage
10
test
s pe
r Sub
lot o
r Min
. 10
/Day
, See
Sec
tion
0074
4.49
SEC
TIO
N 00
744
- ASP
HALT
CO
NCRE
TE P
AVEM
ENT
(CO
NTIN
UED)
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Page 56
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Agg
rega
te P
rodu
ctio
nS
ound
ness
T
104
4000
Abr
asio
nT
96D
egra
datio
nTM
208
(1) Q
AE
may
wai
veLi
ghtw
eigh
t Pie
ces
T 11
3af
ter 5
sub
lots
/shi
ftsP
last
icity
Inde
x
T 90
4000
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)Fr
actu
re (M
etho
d 2)
T 33
5(1
)(3) W
ood
Par
ticle
sTM
225
Sie
ve A
naly
sis
T 27
RA
S Pr
oduc
tion
Del
eter
ious
Mat
eria
ls
TM 3
35 (R
ecla
imed
Asp
halt
Shi
ngle
s)S
ampl
ing
R 9
0R
educ
ing
R 7
6S
ieve
Ana
lysi
sT
27D
elet
erio
us M
ater
ials
TM
335
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.
One
Per
5 s
ublo
ts m
eans
"One
Set
of T
ests
Per
500
0 To
ns".
c.
Prov
ide
one
stoc
kpile
sam
ple
for e
ach
set o
f tes
ts re
quire
d ab
ove.
Prep
rodu
ced
Aggr
egat
e
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
.
1792
Not
e: S
ampl
e A
ggre
gate
bef
ore
Lim
e Tr
eatm
ent
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eC
ontra
ctor
P
rovi
ded
Test
ing
Con
tract
or
Prov
ided
Tes
ting
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
1792
1 / 5
0 To
ns
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
1/50
0 To
ns
Con
tract
or
Pro
vide
d Te
stin
g
SEC
TIO
N 0
0745
- AS
PHAL
T C
ON
CR
ETE
PAVE
MEN
T - S
TATI
STIC
AL A
CC
EPTA
NC
E
Con
tract
or P
rovi
ded
Test
ing
Min
imum
1
per P
roje
ct
1/5
Sub
lots
& S
tart
of P
rodu
ctio
n
Con
tract
or
Pro
vide
d Te
stin
g M
inim
um 1
per
P
roje
ct
4000
1792
(3) C
oars
e A
gg (+
No.
4)
(4) Fi
ne A
gg (-
No.
4)
(2) P
erfo
rm a
min
imum
of 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
th
e gr
eate
st s
ampl
ing
frequ
ency
Page 57
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Gra
datio
n Igni
tion
met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
met
hod
Sam
plin
gR
97
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
)
(1) S
ubm
it S
ampl
es a
min
imum
of 2
D
ays
Prio
r to
AC
P P
rodu
ctio
n
Asp
halt
Con
tent
Igni
tion
Met
hod
(1) C
alib
rate
Inci
nera
tor
TM 3
2323
27IC
Igni
tion
Met
hod
Sam
plin
gR
97
Red
ucin
g
R 4
7
Asp
halt
Con
tent
T 30
822
77
(2) R
AP
Per
cent
age
Met
er M
etho
dTM
321
2277
(3) TM
322
(2
) If Ap
plic
able
(3) R
equi
red
at s
tart
of
(2) R
AP
Moi
stur
e
T 32
9pr
oduc
tion
and
if m
eter
sC
old
Feed
Moi
stur
eT2
55/T
265
2277
fail
to m
eet s
peci
ficat
ion
Rea
ding
s ba
cked
TM 3
21by
Tan
k m
easu
re(3
) TM 3
22&
Pro
duct
ion
Rec
ords
Dai
ly
1/S
ublo
t
A S
ublo
t eq
uals
100
0 To
ns
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
Min
. 1/d
ay
Dai
ly P
rodu
ctio
n24
01 A
CP
1/JM
F &
Eac
h C
alen
dar Y
ear.
Mix
ture
Acc
epta
nce
- AC
P "W
ith a
nd W
ithou
t RAP
"
1/S
ublo
t
or
M
inim
um 1
/Day
SEC
TIO
N 00
745
- ASP
HALT
CO
NCRE
TE P
AVEM
ENT
- STA
TIST
ICAL
ACC
EPTA
NCE
(CO
NTIN
UED)
1/JM
F &
Eac
h C
alen
dar Y
ear.
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eP
rodu
ctio
n C
ontro
l Tes
ting
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eP
rodu
ctio
n C
ontro
l Tes
ting
Page 58
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Mix
Des
ign
Verif
icat
ion
Test
ing
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
re
quire
d, S
ee S
ectio
n 74
5.16
(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
00
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) 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
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eP
rodu
ctio
n C
ontro
l Tes
ting
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
1/S
ublo
t See
S
ectio
n 4C
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
A S
ublo
t eq
uals
100
0 To
ns
SEC
TIO
N 00
745
- ASP
HALT
CO
NCRE
TE P
AVEM
ENT
- STA
TIST
ICAL
ACC
EPTA
NCE
(CO
NTIN
UED)
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 a
nd W
ithou
t RAP
"
Pro
duct
ion
Con
trol T
estin
gR
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eP
rodu
ctio
n C
ontro
l Tes
ting
2050
tsr
Page 59
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Mix
Des
ign
Verif
icat
ion
Test
ing
Lim
e
Late
x
(1) %
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
prod
uctio
n an
d if
met
ers
Mea
sure
& P
rodu
ctio
nfa
il to
mee
t spe
cific
atio
nR
ecor
ds D
aily
(1) If
App
licab
le
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
(1) S
ee J
MF
for D
etai
ls
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Pro
duct
ion
Con
trol T
estin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pro
duct
ion
Con
trol T
estin
g
SEC
TIO
N 00
745
- ASP
HALT
CO
NCRE
TE P
AVEM
ENT
- STA
TIST
ICAL
ACC
EPTA
NCE
(CO
NTIN
UED)
See
Spe
cial
P
rovi
sion
s
Dai
ly P
rodu
ctio
n
1/S
ublo
t
Mix
ture
Acc
epta
nce
- AC
P "W
ith a
nd W
ithou
t RAP
" A
Sub
lot
equa
ls 1
000
Tons
Lim
e or
Lat
ex T
reat
men
t of
A
ggre
gate
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
2401
AC
P
Page 60
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 0
0754
- PL
AIN
CO
NC
RET
E PA
VEM
ENT
REP
AIR
SEC
TIO
N 00
755
- CO
NTIN
UOUS
LY R
EINF
ORC
ED C
ONC
RETE
PAV
EMEN
T S
ECTI
ON
007
56 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
0075
8 - C
ONT
INUO
USLY
REI
NFO
RCED
CO
NCRE
TE P
AVEM
ENT
REPA
IR 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
hold
er(4
) San
d E
quiv
alen
tT
176
1792
(1)(3
) Woo
d P
artic
les
TM 2
2517
92(3
) Frac
ture
(Met
hod
2)ho
lder
T
335
(1)(3
) Elo
ngat
ed P
iece
s
TM 2
2917
92
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) D
ry R
odde
d U
nit W
eigh
t T
1918
2518
25C
(3)(4
) Bul
k S
peci
fic
T 84
& T
85
Gra
vity
& A
bsor
ptio
n
(
3)C
oars
e A
ggre
gate
(See
Sec
tion
0269
0.20
)
(4
) Fin
e A
ggre
gate
(See
Sec
tion
0269
0.30
)
Con
tract
or
Pro
vide
d Te
stin
g R
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or
Pro
vide
d Te
stin
g R
evie
w D
ocum
enta
tion
for
Acc
epta
nce
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
eC
ontra
ctor
P
rovi
ded
Test
ing
Con
tract
or P
rovi
ded
Test
ing
Sta
rt of
pro
duct
ion
and
whe
n ch
ange
s in
ag
greg
ate
occu
rs
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
Con
tract
or P
rovi
ded
Test
ing
1/5
Sub
lots
&
Sta
rt of
Pro
duct
ion
Con
tract
or
Pro
vide
d Te
stin
g
Min
imum
1 p
er
Pro
ject
Page 61
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 0
0754
- PL
AIN
CO
NC
RET
E PA
VEM
ENT
REP
AIR
SEC
TIO
N 00
755
- CO
NTIN
UOUS
LY R
EINF
ORC
ED C
ONC
RETE
PAV
EMEN
T S
ECTI
ON
007
56 -
PLAI
N C
ON
CR
ETE
PAVE
MEN
T S
ECTI
ON
0075
8 - C
ONT
INUO
USLY
REI
NFO
RCED
CO
NCRE
TE P
AVEM
ENT
REPA
IR (C
ONT
INUE
D)Po
rtla
nd C
emen
t Con
cret
e
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
ldT
121
or
Con
cret
e Te
mpe
ratu
re
T 30
940
00C
Wat
er/C
emen
t.
T 12
1R
atio
Bat
chin
g
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
IRI w
ith a
n In
ertia
lTM
772
Las
er P
rofil
er
Thi
ckne
ss o
f Pav
emen
tS
itcki
ng M
easu
reTM
775
See
Spe
csV
isua
l
4000
CV
isua
l
(M) P
er M
ix D
esig
n &
Sour
ce
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
050
Pro
vide
Sup
plie
rs
Cer
tific
ate
of
Com
plia
nce
Mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 02
020
(S) 1
Set
Rep
rese
nts
a m
inim
um o
f 3
Cyl
inde
rs
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Con
tract
or P
rovi
ded
Test
ing
- 1/s
ublo
t or
Min
imum
1 p
er D
ay
A S
ublo
t equ
als
1000
lane
feet
of s
lip fo
rmed
pav
emen
t or 1
00 y
d3 o
f non
-sl
ip fo
rmed
PC
C
(M)
(S) 1
Set o
f Cyl
inde
rs
per s
ublo
t or M
inim
um
1 se
t per
Day
See
Spe
cial
P
rovi
sion
sP
rodu
ctio
n C
ontro
l Tes
ting
Page 62
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
In-P
lace
Eva
luat
ion
of
TM 7
77
Ret
rore
flect
ivity
U
sing
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)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
SEC
TIO
N 00
850
- CO
MM
ON
PRO
VISI
ONS
FO
R PA
VEM
ENT
MAR
KING
S
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
Vis
ual
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Pla
cem
ent E
valu
atio
n "R
etro
refle
ctiv
ity"
Page 63
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe 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
& T
85
Gra
vity
& A
bsor
ptio
n
Por
tland
Cem
ent
Mod
ifier
s A
dmix
ture
s
D
rillin
g Sl
urry
Gro
ut M
ixin
g W
ater
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Min
imum
of 1
per
P
roje
ct
Mat
eria
ls m
ust m
eet t
he re
quire
men
ts o
f Sec
tion
0200
1.10
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
Slu
rry
mat
eria
l mus
t mee
t the
requ
irem
ents
of S
ectio
n 00
921.
14 &
009
21.4
3(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
Con
tract
or
Pro
vide
d Te
stin
g
Man
ufac
ture
C
ompl
ianc
e S
tate
men
t
Min
imum
of 1
per
P
roje
ct18
25
(4) F
ine
Agg
rega
te
(See
Sec
tion
0269
0.30
)
Con
tract
or
Pro
vide
d Te
stin
g
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Con
tract
or P
rovi
ded
Test
ing
Con
tract
or
Pro
vide
d Te
stin
g
SEC
TIO
N 00
921
- MAJ
OR
SIG
N SU
PPO
RT D
RILL
ED S
HAFT
S A
Subl
ot e
qual
s 1,
000
Tons
Con
tract
or P
rovi
ded
Test
ing
(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)
Page 64
FIE
LD T
ESTE
D M
ATER
IALS
AC
CEP
TAN
CE
GU
IDE
(Rev
ised
Nov
embe
r 202
0)
MAT
ERIA
LDE
SCRI
PTIO
N
TE
ST M
ETH
OD
FORM
AND
OF
734-
Con
trac
tor
Con
trac
tor
OPE
RAT
ION
TEST
OD
OT
WAQ
TCAA
SHTO
Qua
lity
Qua
lity
Con
trol
Con
trol
Type
DTy
pe E
Sam
e Fr
eque
ncy
for a
ll Te
sts
(Min
imum
s)
Qua
lity
Con
trol
Qua
lity
Assu
ranc
e
Proj
ect M
anag
er
Type
D &
E
Por
tland
Cem
ent C
oncr
ete
S
ampl
ing
TM 2
3573
WS
Slu
mp
T 11
9or
Con
cret
e Te
mpe
ratu
reT
309
4000
CD
ensi
ty (U
nit W
eigh
t)T
121
Yie
ldT
121
Wat
er/C
emen
t Rat
ioT
121
Stre
ngth
T22/
2340
00C
af
ter r
each
ing
600
yd³
(S
) 1 S
et R
epre
sent
s a
min
imum
of
3 C
ylin
ders
TAB
LE 0
0512
-1 F
requ
ency
of Q
ualit
y C
ontr
ol T
estin
g M
inim
um fr
eque
ncie
s pe
r Cla
ss o
f con
cret
e ba
sed
on d
aily
pro
duct
ion
reco
rds.
(M) P
er M
ix D
esig
n &
Sou
rce
Prod
uctio
nFr
eque
ncie
s0
to 1
00 y
d³ o
n a
sing
le d
ay1
Set e
ach
day
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
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ay1
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tion
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SEC
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N 00
921
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OR
SIG
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RILL
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tabl
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512-
1. R
evie
w
spec
s.
(M)
(S) 1
per
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d Te
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inim
um
frequ
enci
es
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e 00
512-
1. R
evie
w
spec
s.
Rev
iew
Doc
umen
tatio
n fo
r A
ccep
tanc
e