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ASPHALT CEMENT CONCRETEPAVEMENT RECYCLING
Cass and Montgomery Counties
Final ReportIowa DOT Project HR-1018
Federal Highway AdministrationDemonstration Project No. 39Contract No. DOT-FH-15-336
October 1986
Highway Division
-----~tA Iowa Department-----~., of Transportation
DISCLAIMER
The contents of this report reflectthe views of the authors and do notnecessarily reflect the official viewsor policy of the Iowa Department ofTransportation. This report does notconstitute a standard, specification,or regulation.
Final Reportfor
Iowa DOT Project HR-1018
Federal Highway AdministrationDemonstration Project No. 39Contract No. DOT-FH-15-336
ASPHALT CEMENT CONCRETEPAVEMENT RECYCLING
Cass and Montgomery Counties
ByDonald Jordison, P.E.
Bituminous Field EngineerOffice of Construction
Iowa Department of Transportationand
Richard D. SmithResearch Technician
Office of MaterialsIowa Department of Transportation
x VOlns IN 'rti£ l"lII-iERAt. ~GGREGA'l'EX \).1'1.1). FILl.ED urru fiSPH{,L.TCALCULATED ASP1'~.FJ.l_M "~IICI(NESS(MrCRI)r~S)FILLER/DX'rIJMEN Rn']'X()
l'HIS IS A 8()R!)ERL.INE MIX DESI(~I-I - VAI~IA'rIONS !>UE '1'0 '1'~1E snL,V~13EUr-IATERIAI... IJILL EIE THE r\Esr:-l)I~SJ.r.lll.. J.TY OF THE COr4Tf~I:-"CTI1~(j 11Ul'HOf,Il'y _V1'I~lr~ITIONS DUE 1'0 TI'lE I)InGll~ (\GC1~J:·:GATE WILL, Dr: 1'1-11:'~ GU1-l']'f<{,\CTor::sR€SF·OHS1ElJ.LITY. SlGNr::D: (lEG:N,:':-,f-<l) G. r~f\'!'lI.!H
lEST (lll-: r I' • I ;-!' :
Appendix C
PAGE 30
JII
coursesshall
meet
theF
ollowing
requ
iremen
tsfor
them
aterialspecified
inthe
con
tractdocum
ents.
4122.03A
GG
RE
GA
TE
FO
RST
AIJIL
JZE
DSH
OU
LD
ER
S.A
ggregatefor
stabilizedshoulders
shallm
eetrequirem
entsof
41
20
.04
or,w
henspecifically
designated,4
12
0.0
5.
Sincecom
paction
isa
specificationreq
uirem
ent,
the
percen
tpassing
theN
o.2
00
sieveshall
beco
ntro
lledas
specified.
4122.02M
AC
AD
AM
STO
NE
BA
SE
MA
TE
RIA
L.
This
aggregate
shallbe
thep
rod
uct
ofcrushing
limesto
ne,
do
lom
ite,or
qu
artzitean
dshall
meet
the
following
requ
iremen
ts:A
.A
brasionL
oss.T
he
percentageo
fw
ear,determ
inedin
accord
ance
with
AA
SH
TO
T9
6,
Grading
Aor
B,
shalln
ot
exceed4
5,
B.
Soundness.W
hensu
bjected
toth
efreezing-and-thaw
ingtest,
Lab
orato
ryT
estM
ethod211,
Meth
od
C,
thepercentage
lossshall
no
texceed
10.C.
Gradation.
The
aggregatefor
bo
thbase
courseand
chokesto
ne
courseshall
bep
rod
uced
fromth
esam
esource
byan
imp
actb
reaker
prim
arycrusher,
bo
tha
pro
du
ctof
that
op
eration
.T
hegrates
orb
reaker
barsshall
beadjusted
toproduce
anom
inalm
axim
um
sizeof
4inches,
andthe
pro
du
ctof
theprim
arycrusher
shallbe
screened
overa
Lin
chscreen.
The
aggregateretain
edon
theI-1J1ch
Screenshall
befurnished
asthe
Macadarn
basecourse
material.
The
aggregatepassing
the
Lin
chscreen
shallbe
furnishedas
thech
ok
esto
ne
coursem
aterial;h
ow
ever,
additionalrestric
tionsm
aybe
placedon
thism
aterial.
4125.05G
RA
DA
TIO
N.
Cover
aggregateshall
meet
requirem
ents
of
Sectio
n4109
forthe
gradationn
um
ber
app
rop
riatefor
the
sizedesignated
orreq
uired
andthe
aggregatefurnished.
.,;1 ,I:1I·1'!
41
25
.01
Grad
ation
Nu
mb
er
CO
VE
RA
GG
RE
GA
TE
Size
53
84125.02A
BR
AS
ION
LO
SS.T
hepercentage
of
wear
asd
etermin
edby
AA
SH
TO
T9
6,
Method
C,shall
no
texceed
40
.
4125.03SO
UN
DN
ESS.
When
theparticles
retainedon
theN
o.
4sieve
inall
sizes,ex
cept
sand
,are
subjectedto
theIreeeing-and-thaw
tngtest,
Lab
orato
ryT
estM
ethod211,
Meth
od
C,
theloss
shalln
ot
exceed
10percent.
4125.04SH
AL
E.
Fo
r112·
and318-inch
sizes,shale
particlesIn
thep
ortio
nretain
edon
theN
o.4
sieveshall
no
texceed
5.0p
ercent
of
the
particlesretained
onth
atsieve.
Sand
cov
er'aggregate
shalln
ot
con
tainm
oreth
an2.0
percentshale
particles.retain
edon
theN
o.16
sieve.
Sectio
n4
12
5.
Cover
Aggregate
4125.01D
ESC
RIP
TIO
N.
Aggregate
forb
itum
ino
us
sealco
at,S
ection
23
07
,shall
beco
mp
osed
of.hard
,durable
rock
,sand,
orcom
binationsthereof,
washed
andfree
fromobjectionable
claycoatings,
and
shallm
eetth
efollow
ingrequirem
entsfor
the
sizedesignated
inth
eco
ntract
do
cum
ents.
Unless
oth
erwise
specified,the
1/2-inchsize
shallbe
used.T
he1{2-
and3
/8-in
chsizes
may
be'cru
shed
ston
e,or
gravel,or
am
ixtureof
thesem
aterialsw
ithsand.
537G
RA
NU
LA
RM
AT
ER
IAL
FO
RS
AS
41
24
.01
"Th
eliZ
-inch
sizem
aybe
used
wh
enth
e3
/8+
inch
sizeis
specified
ifth
ep
ercent
passin
gth
eN
o.
20
0siev
ed
oes
no
tex
ceed1
.5p
ercent.
tFin
eag
greg
atefor
con
cretem
eeting
the
req
uire
men
tso
fS
ection
41
10
may
beu
sedfo
rsan
dco
ver.
Section
41
26
.A
ggregatefor
Cold-L
aidB
ituminous
Concrete
and
Ty
pe
BA
sphaltC
ement
Concrete
4126.01D
ESC
RIP
TIO
N.
The
aggregateshall
consistof
gravelor
crush
edsto
ne,
orb
oth
,co
mb
ined
with
sandand
filler,an
dshall
meet
the
following
requ
iremen
ts.
4126.02A
GG
RE
GA
TE
.A
ggregateshall
consistof
hard
,durable
rock
or
gravelan
dsand
particlesm
eetingthe
following
add
ition
alreq
uirem
ents:
Section
41
24
.G
ranularM
aterialfor
Soil-A
ggregateS
ubbase
4124.01G
EN
ER
AL
.G
ranularm
aterialto
beadded
tothe
road
bed
for
con
structio
no
fsoil-aggregate
subbasem
aybe
anym
ineralaggregate
meeting
thesereq
uirem
ents.
The
aggregateshall
meet
requ
iremen
tso
fS
ection4109
forgradation
nu
mb
er13.
The
plasticityin
dex
shalln
ot
exceed
4fo
rgravels
and6
forcrushed
ston
e.W
henth
egranular
material
iscru
shed
limesto
ne
Or
do
lom
ite,the
po
rtion
of
particlesretain
edon
theN
o.4
sieveshall
no
thave
apercentage
lossexceeding
15w
hen
sub
jectedto
thefreezing-and-thaw
ingtest,
Lab
orato
ryT
estM
etho
d211,
Method
C.W
henth
eco
ntract
includesw
ork
describedin
Sections
22
02
,2203,
22
04
,or
22
05
,aggregate
mix
tures
perm
ittedfor
theseiterns
will
beconsidere
daccep
table.
1/2
inch
Cru
shed
ston
eG
ravel
3/8
inch
Cru
shed
ston
eor
gravelS
and
141516""1
7t
-0
»G>
rrt
w~
4126.04A
GG
RE
GA
TE
FO
RT
YP
EB
Ace
5395
40
AG
GR
EG
AT
EF
OR
TY
PE
AA
ce
4127.01
C.C
rushedP
articles.A
llm
ixturesrequired
byS
ection2
30
4,
andall
Class
1m
ixtures,shall
have30
percentcrushed
particlesin
theaggregate.
The
percentageo
fcrushed
particlesshall
beadjusted
orcontrolled
tom
eetrequirem
entsof
them
ixdesign.
A.
Abrasion
Loss.
Aggregate
retainedon
theN
o.4
sieveand
crushedaggregate
passingthe
No.
4sieve
shallbe
producedfrom
sourcesw
hichnorm
allyshow
anabrasion
lossn
ot
exceeding45,
asdeterm
inedin
accordancew
ithA
AS
HT
OT
.96.B
.F
reezing-and-Thaw
ingT
est.A
ggregateretained
onthe
No
.4sieve
andcrushed
aggregatepassing
theN
o.4
sieveshall
bep
rod
uced
from
So
urces
wh
ichnorm
allyshow
afreezing-and-thaw
ingloss
no
texceeding
10for
Method
Cand
45for
Method
A,
when
testedin
accordancew
ithL
aboratoryT
estM
ethod211
usingaggregate
crush
edor
screenedto
3/4~jnch
maxim
umsize.
The
engineerm
ayw
aivethese
requ
iremen
tsfor
sandand
gravelw
henthe
amo
un
tretained
onthe
No.
4sieve
isJess
than5
percentof
them
aterial.
41
26
.03
FIL
LE
R.
Finem
aterialad
ded
tothe
mixture
with
ou
theating
shallm
eetrequirem
entsfor
mineral
fillerin
AA
SHT
OM
17except
thegradation
shallbe
determ
ined
inaccordance
with
AA
SH
TO
T11.
41
26
.04
CO
MP
OSIT
EA
GG
RE
GA
TE
.T
hecom
positeaggre
gateshall
befree
fromvegetable
matter
andfrom
adh
erent
films
of
clayor
oth
erm
atterw
hichw
illp
reven
tcoating
of
particlesw
ithbitum
en.Silt
andclay
naturallyoccurring
inaggregate
no
tbe
consideredobjectionable
providedthey
remain
finelydivided
anduniform
lydistributed.
All
mixtures
shallhave
atleast
20percent
naturalsand
inthe
po
rtion
passingthe
NO
.4sieve.
Natural
sandrequired
forw
earingcourse
mixtures
shallbe
gradedsuch
thatw
hensieved
throughthe
following
numbered
sieves-i-S,16,
30,50,
and1
00
-no
tm
oreth
an50
percen
tshall
passo
ne
sieveand
beretained
onthe
nex
thigher
nu
mb
eredsieve.
The
composite
aggregateshall
meet
thefollow
ingrequirem
entsfor
theclass
andm
ixturesize
specified.A
.P
lasticityIndex.
The
composite
aggregateshall
havea
plasticityindex
no
texceeding
4.B
.G
radationT
hecom
positeaggregate
mixture
forthe
job-mix
formula
aggregateshall
meet
requirements
ofS
ection4109
forthe
gradationn
um
ber
app
rop
riatefor
theclass
andm
ixturesize
specified.C
lassan
dM
ixtu
reS
ize
Class
1,1
inch
Class
1an
d2,
3{4in
chC
lass1,
1{
2in
chC
lass1,
3{8in
ch
Grad
ation
Nu
mb
er18192021
Crushed
particlesm
aybe
ob
tained
fromcrushed
ston
e,m
ineralfiller,
or
crushedsand
or
gravel.W
hencrushed
sandor
gravelis
furnished,it
shallbe
pro
du
cedas
aseparate
operationby
crushingsand
or
gravelparticles
tothe
exten
tth
at90
percen
tor
more
will
passthe
sieveon
which
90percent
orm
orew
asretain
edbefore
crushing.D
.P
roductionL
imits.
Pro
du
ction
gradationlim
its[or
thevarious
aggregatesw
illbe
furnishedas
aguide
tothe
con
tractor
soth
atthe
com
bin
ation
of
theseaggregates
indesignated
pro
po
rtion
sshould
resultin
agradation
within
thejob-m
ixtolerances.
Section
41
27
.A
ggregatefo
rT
ypeA
Asphalt
Cem
ent
Concrete
41
27
.01
DE
SC
RIP
TIO
N.
Aggregate
forT
ypeA
asphaltcem
ent
con
creteshall
consisto
fa
mix
ture
of
crushedstone,
orgravel,
combined
with
sandand
filler.Par-ticles
retainedon
theN
o.4
sieveshall
beconsidered
coarseaggregate,
andparticles
passingthe
No
.4sieve
shallbe
consideredfine
aggregate.A
ggregatesshall
com
ply
with
thefollow
ing.
41
27
.02
MIN
ER
AL
FIL
LE
R.
Finem
aterialadded
tothe
mix
ture
with
ou
theating
tosecure
thedesired
percentagepassing
theN
o.200
sieveshall
meet
requirements
ofA
ASH
TO
M17
excep
tthe
gradationshall
bed
etermin
edin
accordancew
ithA
AS
HT
OT
11.
41
27
.03
FIN
EA
GG
RE
GA
TE
.Fine
aggregateshall
consistof
hard,durable
grainso
fnatural
sand
,crushed
ston
e,or
crushedgravel,
freefrom
injurioussubstances,
includingshale
particles,in
the
po
rtion
retainedon
theN
o.16
sieve,in
excessof
2.0percent.
Material
fromeach
separatesource
tobe
usedas
fineaggregate,
beforebeing
deliveredto
the.stockpile
from.
which
them
ixingp
lant
will
besupplied,
shallbe
screenedand
processedto
theex
tent
that
itw
illco
ntain
nolum
ps,balls
ofclay,
foreignm
aterial,or
pebblesw
hichw
illbe
retainedon
a1
1/2
·inch
sieve.
41
27
.04
CO
AR
SE
AG
GR
EG
AT
E.
Coarse
aggregateshall
consist
of
crushedsto
ne,
gravel,or
mixtures
ofcrushed
stoneand
gravel.W
hencrushed
gravelis
used,it
shallbe
producedas
aseparate
operationby
crushinggravel
particlesto
theex
tent
that
90p
ercent
orm
orew
illpass
thesieve
onw
hich90
percentor
more
was
retainedbefore
crushing.T
hescreen
sizeused
toseparate
material
priorto
crushingshall
beincreased
asnecessary
tocom
pensatefor
screeningefficiency
andm
aterialvariability.
Coarse
aggregateshall
bep
rod
uced
fromsources
which
normally
showan
abrasionJoss
no
texceeding
40,determ
inedin
accordancew
ithA
ASH
TO
T9
6,
and
afreezing-and-thaw
ingloss
no
tgreater
than10
orw
henspecifically
required,not
greater
-0
»G:l
en
wN
Appendix D
PAGE 33
4106.01P
AP
ER
AN
DP
LA
ST
ICF
ILM
527528
P,\P
ER
AN
DP
LA
ST
ICF1L
lvf4106.02
of
no
tm
ore
than75
secondsand
shallbe
ofsu
chconsistency
that
theycan
bereadily
sprayedto
auniform
coatingat
temperatures
above40
degreesF.
4105.03M
OIST
UR
ER
ET
EN
TIO
N.
When
testedin
accordancew
ithL
abo
ratory
Test
Method
90
1,
theefficiency
ind
exof
them
aterialshall
notbe
lessthan
95.0percent,
exceptthat
material
showing
moisture
Josso
fless
than1
.0p
ercent
of
the
qu
antity
of
water
remaining
inthe
testspecim
enat
thetim
ethe
curingm
aterialis
appliedw
illbe
acceptab
le.
4105.04SE
TT
ING
.L
iquidcuring
com
po
un
ds
shallset
within
2hours
afterapplication,
toform
afirm
,w
ater-imperm
eablefilm
,adhering
stronglyto
theconcrete.
41
05
.05
WH
1TE
-PIG
ME
N"rE
DC
OM
PO
UN
DS
White
pigmented
compounds
shallconsist
offinely
ground,w
hitepigm
entand
vehicle,ready-m
ixedfor
usew
itho
ut
alteration.T
hepigm
entshall
notsettle
badlyor
cakein
thecontainer,
andthe
compound
shalln
ot
thickenin
storageso
asto
causechange
inconsistency
which
may
resultin
anonuniform
spray.A
fterthe
compound
sprayedon
asm
oothsurface
hasdried,
itshall
havean
apparentdaylight
reflectancenot
lessthan
70.0percent-relative
tom
agnesiumoxide.
The
rateof
applicationshall
ben
ot
lessthan
0.067gallon
persquare
yard(15
squareyards
pergallon).
The
compound
shallbe
stirred-continuouslyduring
thetim
eit
isbeing
applied.
4105.06D
AR
K-C
OL
OR
ED
CO
MP
OU
ND
S.D
ark-coloredcorn
poundsshall
consistof
asphaltem
ulsifiedor
cut-backw
itha
volatilesolvent
andshall
containn
ot
lessthan
50.0percent
asphalt.T
heyshall
setsufficiently
2hours
afterapplication
sothat
aw
hitewash
coatingw
illn
ot
bediscolored.
The
rateof
applicationshall
ben
ot
lessthan
0.08gallon
persquare
yard(12.5
squareyards
pergailon).
4105.07L
INSE
ED
OIL
EM
UL
SION
.W
henlinseed
oilem
ulsioncuring
compound
isspecified,
thefollow
ingshall
applyin
lieuof
oth
errequirem
entsof
thissection.
Linseed
oilem
ulsioncuring
com
po
un
dshall
bea
nonplgm
entedm
aterialth
athas
beenhom
ogenizedto
producea
uniformm
ixtureas
setforth
inU
nitedS
tatesD
epartment
ofA
gricuiturepatent
applicationserial
nu
mb
er365,900,
filedJune
1,1973.
The
material
shailm
eetrequirem
entso
fA
STM
C309
andC
156.
Section
4106.P
aperand
Plastic
Filmfor
Curing
Concrete
4106.01C
UR
ING
PA
PE
R.
Paper
tobe
usedfor
curing
con
creteshall
meet
requ
iremen
tso
fAST~1"1
C1
71
,ex
cept
that,
inlieu
ofthe
moisture
Josslim
itationprescribed,
thefollow
ingshall
apply:T
hem
oistureloss
shallnot
begreater
than5.0
percentof
theoriginal
mixing
water
usedw
henthe
paperis
testedin
accordancew
ithL
aboratoryT
estM
ethod901,
with
thepaper
remaining
inplace
for24
hours.T
hepaper
shallbe
preparedin
sheetsof
sufficientw
idthto
coverthe
fullw
idthof
concretesurface
beingplaced
with
ou
tstretching
andw
ithnorm
alallow
ancefor
shrinkage.
4106.02P
LA
STIC
FIL
M.
Plasticfilm
usedfor
curingconcrete
shallbe
tough,pliable,
moisture-proof,
andsufficiently
durableto
retainits
moisture-proof
propertiesduring
thetim
e'itis
inplace
onthe
surfaceof
theconcrete.
Itshall
meet
requirements
of4106.01
forretention
ofm
oisturein
concreteand
forsize
ofsheets.
The
plasticfilm
shallbe
white-pigm
entedm
aterial.T
hefilm
shallbe
notless
than0.00085
inchthick,shall
haven
ot
lessthan
70percent
daylightreflectance
relativeto
them
agnesiumoxide
when
testedin
accordw
ithAsrrvI
E97,
andshall
beopaque.
Ifthe
thicknessof
plasticfilm
isless
than0.0034
inch,it
shallnot
beused
more
thanonce
forcuring
concrete.
Section
4107.P
lasticFilm
forS
ubgradeT
reatmen
t
4107.01G
EN
ER
AL
.Plastic
filmto
beused
fortreating
subgradeof
concretepavem
entshall
bepolyethylene
filmnot
lessthan
0.00085inch
thick,'either
clearor
white-pigm
entedtype.
The
width
ofstrips
usedshall
providea
iapnot
lessthan
12inches
between
adjacentstrips.
Plasticfilm
which
hasbeen
usedno
more
thanonce
forcuring
concretepavem
entand
hasbeen
salvagedin
usablecondition
may
beused
fortreatm
ent
ofsubgrade.
Section
4109.A
ggregateG
radations
4109.01G
EN
ER
AL
.G
radationsfor
variousaggregates
areshow
nin
thegradation
tableon
thefollow
ing.page,.and
eachgradation
isidentified
bynum
ber.W
henthe
aggregateis
testedby
means
oflaboratory
sieves,the
·sieveanalysis
shallshow
agradation
within
therange
permitted
forthe
gradationnum
berspecified
forth
ataggregate,
Section
41
10
.Fine
Aggregate
forC
oncrete
4JJO.01
DE
SCR
IPT
ION
.Fine
aggregatefor
concreteshall
consistof
clean,hard,
durable,m
ineralaggregate
particlesfree
frominjurious
amo
un
tof
silt,shale,
coal,organic
matter,
orother
-0
)0
GO
en
co.",
41
09
.01
AG
GR
EG
AT
EG
RA
DA
TIO
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529530
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deleteriousm
aterialand
shallco
mp
lyw
iththe
following
requirem
ents.Fine
aggregatefor
concretefloors,
overlays,and
pavem
entsshall
benatural
sands.N
aturalsand
isdefined
asfine
aggregateresulting
fromdisintegration
ofrock
throughglacial
action.M
anufacturedsand
pro
du
cedfrom
igneousor
meta
morphic
rock
may
beused
with
approvalof
theengineer.
4110.02SH
AL
E.
S'iale
andcoal
particlesretained
ona
No.
16sieve
shalln
ot
exceed2.0
percent.
4110.03
GR
AD
AT
ION
.Fine
aggregate[or
concreteshall
meet
requirements
of
Section
41
09
forgradation
nu
mb
er1.
Inaddition,
when
thefine
aggregateis
sievedthrough
thefollow
ingnum
beredsiev
es-4,
8,16,
30
,50,
and1
00
-no
tm
orethan
40percent
shallpass
onesieve
andbe
retainedon
thesieve
with
then
ext
highern
um
ber.
4110.04M
OR
TA
RST
RE
NG
TH
,T
hem
ortarstrength
offine
aggregateshall
bedeterm
inedaccording
toL
aboratoryT
estM
ethod212.
The
streng
thof
them
ortar,tested
at7
days,shall
no
tbe
lessth
an1
.5tim
esthe
strengthof
mo
rtarin
which
standardsand
isused.
More
restrictivelim
itsfor
deleterioussubstances
orsize
of
particlesm
aybe
set,if
necessary,to
insurea
continuouslysatisfactory
mo
rtarstrength.
Section
4112,Fine
Aggregate
forM
ortar
4112.01D
ESC
RIP
TIO
N.
Fine
aggregate[or
mo
rtarshall
consistof
naturalsand
asdefined
in4
11
0.0
1,
unlessotherw
iseperm
ittedO
rspecified.
Itshall
comply
with
thefollow
ingprovisions.
4112.02D
EL
ET
ER
IOU
SSU
BST
AN
CE
S.D
eleterioussub-
stancesshall
no
texceed
thefollow
ing:~
A.
Shale
and
coalparticles
retainedon
aN
o.16
sieve,n
ot
G)
more
than
2.0p
ercent.
rrt
B.
Organic
matter,
oth
erth
ancoal,
no
tm
orethan
indicated{
.oj
bythe
stand
ardreference
colorw
hentested
accordingto
(J1
AST
MC
40.
4112.03G
RA
DA
TIO
N.
Fineaggregate
form
ortar
shallm
eetrequirem
entsof
Section
4109for
gradationn
um
ber
2.W
henm
ortar
jointsare
1/4
inchor
lessin
thickness,1
00
percentof
theparticles
shallpass
theN
o.8
sieve.
4112.04M
OR
TA
RST
RE
NG
TH
.W
hentested
asprescribed
in4
11
0.0
4,
them
ortar
strengtho
fth
eaggregate
shalln
ot
beless
than0.9
times
thestren
gth
ofm
ortar
made
fromgraded
standardsand.
Appendix E
PAGE 36
LOC
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Appendix F
PAGE 49
PAGE 50
APPENDIX
Engineering Fabric
Project FR-71-2(17)--2G-69
station to Station Station to Station
488+65 to 488+95 532+37 to 532+70490+78 to 490+98 543+85 to 544+25517+50 to 518+22 544+71 to 545+00518+00 to 518+36 544+46 to 545+06227+7 to 528+20 553+69 to 554+19
Project FR-71-3(26)--2G-15Left Lane
Station to Station Station to Station
739+52 to 740+09 805+45 to 805+88741+00 to 748+10 812+73 to 812+97750+20 to 750+62 829+58 to 830+36759+18 to' 760+80 832+73 to 833+00762+00 to 765+85 834+35 to 836+77767+22 to 768+00 840+39 to 841+34768+55 to 768+75 860+,,1)7 to 860+97770+85 to 781+80 866+65 to 867+25783+00 to 783+25 869+90 to 870+11785+15 to 785+60 871+23 to 871+68803+07 to 803+57 874+20 to 877+37804+64 to 805+00 879+08 to 880+05
Right Lane885+98 to 886+17 829+61 to 830+33885+27 to 885+51 826+22 to 826+39882+20 to 882+02 825+35 to 825+50877+13 to 877+31 802+00 to 802+20874+38 to 876+32 785+15 to 785+60872+50 to 872+77 784+00 to 784+25871+65 to 871+80 783+35 to 783+60866+03 to 866+20 778+74 to 782+42855+63 to 860+29 759+18 to 765+50850+54 to 854+44 753+74 to 753+94846+80 to 847+76 752+60 to 752+84840+48 to 841+76 749+06 to 749+34834+55 to 835+33 750+23 to 750+53831+50 to 831+11
Appendix G
PAGE 51
Form 0000202·75 H·15078
PAGE 52IOWA DEPARTMENT OF TRANSPORTATION
To Office Construction Department Date December 14, 1981
Find listed below the summaries of energy consumption for projectsFR-71-3(26)--2G-15, FR-71-2(17)--2G-69 and FR-34-2(22)--2G-69.
John Tebrinkefor W. G. BurganRed Oak Construction
From
Attention
Office
'Subject
Gallons of fuel used is shown in equivalent gallons of gasolineat 125,000 BTU./ga110n.
No. 2 diesel was used in the plant generator, secondary dryer andtrucks that hauled the hot mix, new aggregate and hydrated lime.No. 5 fuel oil was used in the primary dryer.
The secondary dryer was used on eleven days and production was increasedapproximately 45 tons per hour when it was in operation.
Moisture content of the salvaged asphaltic concrete prior to inductioninto the secondary dryer was 4.6% to 6.2% as determined from samplesrun by the District Materials lab. Moisture content of the salvagedmaterial sampled at the outlet end of the secondary dryer was approximately 2.5%.
For comparison, the moisture content was 2.1% in the asphaltic concretethat was milled on 1-80 from Stuart to Greenfield this past season.
Moisture content of the new aggregate was approximately 2.5% in thecoarse aggregate and 7.0% in the fine aggregate.
SUMMARY OF ENERGY CONSUMPTION - Project FR-71-3(26)--2G-15:Tons mix used on road:Surface course = 28,848.42 tonsStrengthening course = 2,406.32 tonsFull depth patches = 219.54 tonsSurface patch = 8.13 tonsTotal tons used = 31,482.41
Equivalent gallons of gasoline per ton of mix used:
Plant generator
Primary dryer
Secondary dryer
Hot mix haul
New aggregate haul
Hydrated lime haul
= 2582.131482.41
= 72323.931482.41
= 982.831482.41
= 7276.531482.41
= 3699.031482.41
= 2018.031482.41
= 0.082
= 2.297
= 0.031
= 0.231
= 0.117
= 0.064
Total gals/ton = 2.822
SUMMARY OF ENERGY CONSUMPTION - Project Fr-34-2(22)--2G-69Tons of mix used on road:Surface course = 6105.00leveling course = 61.83Full depth patch = 223.09Surface patch = 1.00Total tons used = 6390.92