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PARA-ASPHALT CONCRETE ................ CM. THICK
v
ljrmQUTU PARA ASPHALT CONCRETE + ASPHALT CONCRETE Vwln«fm
finiutMqilfmu 80 mi fiu. (Iiiimi 300 mj.)
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tlÿwirumÿ'wiii (PARA-ASPHALT CONCRETE)
pm
(1) U1YI/WU
(2) UTM/AVI
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lfixntlMTU PARA ASPHALT CONCRETE » ASPHALT CONCRETE vulfl
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0.740 mj.u. @
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11.18 x 1.10 x
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fil4TUmjY)U
finTunummu 30.00-30.99 uin/a
viiOOivm :
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jj£n>3,wi‘5i (PARA-ASPHALT CONCRETE )
lttm* — 10,000.00 mj
2.33
40,920.00 211.48 inn/wvi = mYl/flU
377.72 25.00 mo/mi
382.79 x 1.10 2,127.84 U1Y1/WV1
5 nJU. 279.51 UlYl/m4
8.33 421.06 UlYI/mJ
8.33 uin/mi
2,964.56 / 6.38
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102.44 mn/mj
2,964.56
urn/w3.u.
355.88
355.88 UTn/ttHJ.
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niouuniimwiwiiniwunuiiasnilminimcMiuuoaifaflfioiifwiwawmi
PARA ASPHALT CONCRETE 5 CM
lfiuifu-nu ASPHALT CONCRETE tfiTnufm = 10,000.00(1) mi
fhmitfaqilfmu so fill mao 150.00 mi. = 211.48 inn/mi (2) 2.33 (3)
uiw/rni
= 250,000/10,000.00 (i) 25.00 (4) in n/mi
filBH PARA AC 0.052 mi @ 40,920.00 (5) = 2,127.84(6) inn/mi
flIHli 0.74 au.il. @ 377.72 (7) 279.51 (8) inn/mi
421.06(10) inn/mi
nimmumn-finilouwaij'ifrqiiofnlanfiaimlw 382.79 (9) x 1.10 = inn/mi
6.38(12)
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2-964.56 (151 inn/mi
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-mntimq: flVuitumifliuiiTuromwmlTm'inriimonjo-i 30.00 30.99 inn/am
liimrinnoi
(1) lfiinainu ASPHALT CONCRETE V 1 a> v
wlfinm? wimi 10,000.00 mi
(2) minnimiawranofTfn j£iim»]n 10 ao uarsaainvin iTmuimiwoinaÿaTYmineuje-i 30.00 -30.99 urn/
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(5) KinmilWOyafaqiiarfhfhllinfm 71fntn4 Para Asphalt Cement Iii,59ijaniiitr4unÿ4ua4flniin,inij
40,920.00 liin/mi
(6) fhon PARA AC 0.052 mi Snuriimj 0.052 nai 40,920.00 (5) wlflivhfui 2,127.84 inn/mi
(7) finsm'moya'Tajjiiasfnfhiuiifm nfnMiiHmjuoaflamioiinlfl (Limestone) •nuninwr* Sfiiminu
377.72 inn/an.ij.
(8) fiinu 0.74 au.u. dfinriimi 0.74 goi 377.72 (7) nslflirnmi 279.51 inn/mi
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(9) niirifl'iriimumTuasfl'iiÿoitfifli viflimuuimuaiT'tfaivio'iinomoi 30.00-30.99 uin/aav a'imjvi 13
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Tfmrmiviinu 4 mi. a-juu vsusvmimfMiynmj 1.0 nu. riiimvjnivhmj 6.38 uin/mi
(12) snnvflifniuumvuasfhiÿouiini iiniihirmtforwailqfaivio’iifloujov 30.00-30.99 uin/ani a'i«u 13
anuaiz-nuiJaimiasunvi'uihAC M vi i 5 qru.iJUHiuanlflwvviJRinuiJnS iviinu 11. is
(12) um/«7.u.
(13) fliirran'njlflMli n.i8 (12) x 1.1 x 8.33 minu 102.44 uin/au
(14) TOlfilWho (3) , (4) , (6) , (8) , (10) , (12) , (14) IvilfUJ 2,964.56 (15) UIH/mi
(is) 0i4nw«nirjuiyiimj (15V8.33 iviinu 355.88(16) uivi/fli.u.
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Asphalt Concrete HI. (UIYWII.U.)
Para Asphalt Concrete 295.71
Modified Asphalt Concrete 1 355.88
385.91
P.’l3~-' •* Auirnÿij
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- fimutfuÿll 40 3114U171, Factor F 41117114 =
- fil41U#H71U 50 31141)171, Factor F 41117114 =
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ul5imi 30.00 - 30.99 uiTi/am
fil4Tl4#UV|l4 (ÿTUUIYI)
10 20 30 40 50
sifiinu nfnnjj nmnu iiflisiu sifnnu
flomhti nomhti wevtinti eiombo eiomnej
(ui7i/fl?.u.) (U1YI/9I1.1J.) (uiyi/eis.u.) (U171/S15.D.) (U7Y1/917.U.)
381.02 367.41 358.31 356.80 354.99
458.55 442.18 431.21 429.40 427.23
497.24 479.49 467.60 465.63 463.28
1.2885
1.2425
1.2117
1.2066
1.2005
ASPHALT CONCRETE 5 CM. THICK
lRlJIAttTU ASPHALT CONCRETE tfalftt4fm
fhruffaqiJnitf 80 mil 150.00 nu.=
♦rmfltfwiicwfljj = 250,000/ 10,000.00
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fh'JTUSTUYJVI
fmiutfuYpnw ** £ i *4 30.00 - 30.99 uivi/a
o
vunoinq :
www.yotathai.com
(ASPHALT CONCRETE )
32,195.00 211.48 mti/mi = 10,000.00 mi
377.72 1.00 2.33 um/mj
25.00 urn/mj
382.79 x “HU. 1,674.14
279.51 mn/mi
5 8.33 382.79
8.33 6.38 mvwffu
2,463.27 / 93.12 inn/mj
2,463.27 invi/mj
295.71 U1Y1/WVI
inn/mi
IJIYI/WVJJ.
295.71 U1Y1/?I1.)J.
awi nrariuilrm
fl?8(mfmfvnnamni&nf|iniu MOD
MODIFIED ASPHALT CONCRETE S CM. THICK
iliinnmu MODIFIED ASPHALT CONCRETE+ASPHAJLT CONCRETE Y
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=» i a 250,000/ 10,000.00
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DIFIED ASPHALT CONCRETE
Ymfnum: 2H.48 mn/tni = 10,000.00 QJ
2.33
45,730.00 1.10 UTM/flU
377.72 25.00 urn/mi
KW. 2,377.96 um/w
382.79 x
8.33 279.51 ljin/mj
5 421.06
8.33 UlYl/fTu
6.38
3,214.68 / U1M/W14
102.44
inn/mj
3,214.68
385.91 inm/mi
UTVl/9n.U.
385.91 TJ1Y1/9)7.U.
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8|8! 8
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>-•
M TIPCO ASPHALT PUBLIC COMPANY LIMITED 60 90*1 rso 14001 ns tsooi
06$ ikiwawQM90M1; I EMSC300671W OHSOfftiMJ*
TIPCO mj
vi QUO.125/2556 our 1 nmflnnw 2556 lawsu. 'bwo/w.
iffi-j usjnflnwflwjwmieiflvfafl Urcs'HMJU n?nrpmj 2556
(|) i?tm fisuÿrmirmvfl')'} nn I
:
fatirnifn mflfikfiflrfotf “linji(wniu) *uflu$w8flUfl::4iinhuwswTw+mflflrforf7u«tTO *] rWu
rmfiiTtmnjiJimnj'j'Tiÿnimyi wen./lSO 9001:2000 itiiiÿriHnw«wÿ'cu7i'’u?if)v;lawuwflr>3u«ijritjfl£ifltj««w_
U9T-J nfn/Mina anlnjiwjiwuanJisiSuwn
(unsnuSun)
nviumiunj
i nifeu
AC 60/70 Bulk (1,000 kg.) 35,585
Drum (200 kg.) 7,926
PARA AC Bulk (1,000 kg.) 40.920
Drum (200 kg.) 8,784
MC-70 Bulk (1,000 kg.) 44,055
Drum (200 kg.) 9.418
Bulk (1,000 kg.) 43,560
Drum (200 kg.) 8,964
CSS-1 Bulk (1,000 kg.) 24,750
Drum (200 kg.) 5,830
CRS-2 Bulk (1.000 kg.) 24,310
Drum (200 kg.) 5.742
CMS-2h Bulk (1,000 kg.) 24,849
Orum (200 kg.) 5,852
CSS-1h Bulk (1,000 kg.) 25,058
Drum (200 kg.) 5,896
CSS-1h(EMA) Bulk (1,000 kg.) 38.665
Drum (200 kg.) 8,294
CSS-1P Bulk (1,000 kg.) 33,220
Drum (200 kg.) 6,644
ADDITIVE Bulk (1,000 kg.) 200 uwnn.
.vniou : Bulk = inri/mi Drum=inWiN
3\Li _ i wnmnw : nf=n«4nano,bjmjfiniiu«<'i uar B'i'UJjQumSjjflft'nfiw
.U'JNj.D'JiJs.DNij.aj. naniiMfl-iHain tu om/iog-nuu
□irnintiu□SOOQUSJÿfiMunnuiinsiuni S4i?omnmoviniJ (|j) IW k, W. ft/ÿ-?vVÿ4Vÿ77 (siio,
rnuisuauli
b\l. -*whmrfiftl
osJ \\ (lmnwifl riftywruta) y faYt*y+/ U
/171»
inwi mltnuaayfa'H lamurmniw
(nvmrn) wsmawaiii 0107535000044- £ flj°?
ihwwnu : D'lvmmJtfl 11&/1 n.vnsrw 6 mtnaulit viqnln nmi. 10400 In7 : +68 (0) 2273-6000. 0-2271-0205 Imim : +66 (0) 2273-6030, 0-2271-1601 www.Wpcoasphalt.com
S.ftlOu: 259 W4 8 *01) TO*. 12032 O.Ml/ntl fl.WTfllTM *.Uf»TT>*3in 30380 Im : +66 (0) 4433-5495-9 iTITfll : +66 (0) 4433-5495-9
. 271 W»j 15 frwftnii lunnah o.irwisril 65140 lm : +66 (0) 5537-1461-2, 0-5537 1581 2 Inin7 : +66 (0) 5537-1461-2. 0-5537-1581-2 «0 360
tÿ'rvn.g?': 61 MW 5 *Balnol*Ia n.sjuaTai «.in4Tin a.msiftrufw
10130 tm : +66 (0) 2463-0169-70, 0-2817-5111-5 InTtm ; +66 (0) 2817-5117 |
: 90 5 W.miOÿNWrumlo o.tmuBU 76140 In* : +66 (0) 2273-6000 «0 5502-4 fain? : +66 (O) 2273-6000 *0 5501
1 n r> o «'crff
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-76-
rnTWfi»ir»tn>JU‘Bt«vJfinlunn?Hninmriflnnin'jÿnMfuni4 Prime Coat use Asphalt Concrete
1. -nvi Prime Coat ihnitfUMnirw ‘lTyiif«wuunu‘Bar}awnrBua«r(«»iiwfi‘ffumnemj'i'3ri 1
»nrNvl 1
nuwwuvn-j tfrinmittlfi Prime Coat ffnntiHRnrMinirvi
(i0u8«wl*»nrNi«»i»)
vitir'NV'unqnÿmvisf (ifluSwritunrNiuiw)
0.6- 1.0
dkflrMfenqn 0.6- 1.0 0.8
0.8 -1.4 0.8
1.0
2. -nuufiflvl«w«8uri»w n'am?iiiinvn'jlvrimiJefi€u((tta«rf«ii??i«uwt«mimiurnie4‘Tflÿ
uinrjwpminrvwi 2
mrwvi 2
tJ?wntuu.«<iiflfl?RjuJUifiQuiiJfifi4uÿau'ivuhM4TViÿ«'3flr3w Asphaltic
Boundbase
flVTtwB'Jtn'l (Binder Course) iitS'JYn-} (Wearing Couse)
4.5
UWlJu (Limestone) 5.1 5.2
vuunnwi (Granite) 5.4 5.5
vtvmcneaÿBasalt) 5.8 5.9
4.2(1) (SINGLE SURFACE TREATMENT)
ib SINGLE SIZE W = 0.013 mj.W. @ = .inn/H7.w.
on AC = 1.10 AWT @ = ,UTr/«?.J4.
rhuntTuiASeinbiÿAeJu = 0.10 aw? @ = .min/wf.w.
rhruitorm + tinwItwnminSoufluiiÿiRÿu = mr/wj.N.
rnri-uttomi + rthideijnfl'iiha'jvn'jfutmn 1/*’ = .inn/M.14.
rhUhnunw =
AI-nUffUYJ'U = .lnYI/HT.JJ.
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-77-
4.2(2) ihvmuuin*fifLV(flmmuuM1«-J& (DOUBLE SURFACE TREATMENT)
=MU SINGLE SIZE Y,m + Y* 0.024 flU.U.@ =. .inr/aru.
ai4 AC = 2.20 AM? @ .ina/wi.u.
anuTuuiAAfliJMuiwitJu =0.20 Sw? ©.. mw/aru.
.unr/m.u.
ananuumt + rhiStawrirnififlflijfiuffritJu =
rirATiSurm + fhiftaurm'imthri'vHuiflai Y*" + Y*
.Uiri/WTN.
rirtftntinM .invi/M7.u.
riTnurtuvju .mr/aru.
MunnivMj iI5untu'i'«»)T»itJiJ?riniu
Bonniujuiuifiin Vi” MU tn4 AC 7
(au.u.) (ant)
wom-jurjuiuiStn V." 0.013 1.10 (AM?)
0.016 1.50 0.10
v 0.024 2.20 0.13
0.039 3.20
S'irmuuuflti'riiu Y* + %" 0.20
0.30
%*
awmimafNifu V + VS
4.4(1) riudSwswiJ*>BUfi1lffll»fflfiun™ (ASPHALT CONCRETE LEVELING COURSE)
......... . . . .HMnnulunurmY) 4.4(4)
.unvt/wu
4.4(3) nu&?tHH?Yn<JUO«fftlrf*fluril* urn *BU. (ASPHALT CONCRETE BINDER COURSE
CM. THICK)
iJnniurm ASPHALT CONCRETE rnfaMmi =. .tfu
nnnu*ÿiJnTtu80 wu nu. (luinu 300 nu.) =. .IJIVlMu
= 250,000/. .unn/wu
fnim AC "rmmrNvl 2 .inr/au
rtoflu 0.74 AU.U. @ .inn/tfu
.mn/riu
riia'ufhinrt + riiufemAU'fasjuflflvIfltfn'BurijR =,
rfonufto L/4. nu. .tnvi/au
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-78-
fh&uilurm + ft'nÿeÿnjflnÿaaruwrumji ivi.
XX .mr/mi
fiilttnirw =t .irm/tfu
n'Miutfuqu ./. .mn/nj.u.
mnuiuij: finiru{(ÿvln?m80 nu = (rhuuriVCntiTn 1o fa+tnnm-a + rinTiumaiJntnfixeo »Tu
tljinrunu ASPHALT CONCRETE tiltftNmT
.......4.4(4) •nU&lJtovrNUfl»IYf*rf«eun?n win IN. (ASPHALT CONCRETE WEARING COURSE
L = wiNtnuwTflNrm
.........rhuurf'iqiJrmu80 nuCM. THICK)
liwnm-m ASPHALT CONCRETE =. .nu
u.tWm 300 ON.) =. UTVI/WU
fhnnifainTtHWftU = 250.000/ =. ..rnviMu
/tatm AC nrmirMrl 2 ,.uiyi/i*u
rinilu 0.74 «u.u. @ ..mw/nu
......rfi&ufiurm+ riniÿflUHflU'Jnjjiiflflflflrfneunrn =,
riniufto L/4. nu. =, .invi/tfu
.tnn/tfu
n'lrnuum? + nnulauiJinniuisuniSinnn
Xx =, ,uivi/<ffu
fhlffttinu .mn/nu
rh-nufluvju ./. .inw/nru.
4.4(5) 4nuailwf»vmufiliyf«nnflun1w (ASPHALT CONCRETE SHOULDER)
ASPHALT CONCRETE 1 ffu ljU nru.
tRuiru-nu ASPHALT CONCRETE =. nu
H'mutoqiJnKiX 80 nu nu.f'Uhnu 300 n».)=.. .inw/nu
.mw/wu
rhnnn*inki<«jflu = 250,000/.
.mw/flu
/ntin AC 2
.mw/nu
Hnfiu 0.74 flll.U. @ .inw/nu
.lmt/nu
rinrinflunnT + nniileuwflUTflqiifiatffiifafiunln =.
.iroi/du
rimutto L/4. nu.
.inr/nu
rhfaiuumT + nniiilfiuijflnnunsuntfmnn .tu. .lnw/nru.
xX
fhUWntiwu
nTnuÿuyju ./. =,
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-79-
. . . .4.4(6) nulupilWHuaHvfaiSnaunlH (MODIFIED ASPHALT CONCRETE CM. THICK)
lJfcnnMIU MODIFIED ASPHALT + ASPHALT CONCRETE = HU
.inVI/HU
= 250,000/ =
.mvi/tfu
*hwttoqiJrmtf80 Xu nw.f’UJirm 300 nu.) =
.UIVI/HU
rintru PMA 2 ....
.mvi/tfu
. . .0.74 RU.U. @ .x 1.10 =.
.1HVI/HU
riniht&urro + rinutaiiHJiu =. .in»/HU
/mut<4 L/4. nil.
.inVI/HU
FhaniuumT + riniitau\J«n&u«suimjwu'i .m .INVI/HU
.Lntf/HTU.
x x ,X1.10
a'lUmuwu =,
flT-nuflu>)U ./.
. . . .4.5 riUMUH'JYrNUfiavlHHHBUn™ (ASPHALT CONCRETE SURFACE EDGEu. M.WIDTH)
\JUASPHALT CONCRETE 1 HU
HU
diw-ltu-nu ASPHALT CONCRETE tfitfWniT =.
.inVI/HU
ri'iiuttoijiJnTcu 80 HU nu,(Uiinu 300 nu.) =
=fl'IHHH'UHttUWflJJ 250,000/ =. .mVl/tfu
*htn4 AC 2 .inn/HU
ri-IMU 0.74 IHI.U. @ =. .mvi/fiu
H-iHUUum* + nnijjflUHflu'fHÿuflflYJflHHflunlH .mn/HU
Hnnu* L/4. nw. .inVI/HU
rina-iiflumi + rhiiifmiJtnauaajaVviJWun .flu.
= X X .inVI/HU
.IN VI/HU
HnWnunjj
ri'vnurtuvju J. zz, .inr/u.
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-80-
wjnmwpj
1. ftuibrinÿiuumriJflnnuflrijaiTtisnijn'nvmvn
nnmrun fouil? mw
0».) 0.75 «t.w./wu
0.80 16.66
2.5 0.90 13.89
3 1.00 10.41
4 1.60 8.33
5 1.70 6.94
6 1.80 5.95
7 1.90 5.21
8 2.00 4.63
9 4.16
10
2. nrnivIvIjjnni'niWifiundi 10,000 (Su Ittirfnfafttmrud'niftJ
lftinnH-iu 10,000 tfu ‘lumnJrciiJunfn
3. finnuiuflÿilmnl 80 mr/tfu
phuvimiB-Jim MC 25 vnWmi
fhtuivfwtro AC 35 uiwfu
rt'nmiufMtru P.M.A. 50 vnyi/wu
nnniiTUfwivflntÿu 80 uiw>iSu
Hmiuiufl-njufliimw' 50 inw/tfu
4. twiuws*tru PMA POLYMER MODIFIED ASPHALT)
nfl'jtjfcJn imBU'Nrftftrm v>rfa B-JBÿVI nu.230 + 200 YmwB'wwmSviwwniJiaTi 2 utjnBiin’lihJTrjnni
350 Ul*»
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I
11
mjiMifluuunmarH'HffBinirn
ivnuitfutvttiriifasi n <TUIBUIM JO.OO-30.99 irm/oni ( -sifl 254* )
dwu anvoc'nu HlilO rnfainifni fiuÿoimm (um) nufiKiu (uin)
vnwuvho lJnfi »lui(n vJnit rfuÿn
l m<rmhÿM8
WWIUI «7.U. 1.30 0.16 0.19 1.45 1.49
wiwinu fil.11. 2.84 0.46 0.58 3.31 3.42
fil.11. 4.33 0.66 0.83 5.00 5.16
WMA
2 miSuifimu
5|A-5IU flU.11 U0111 18.20 3.47 4.34 21.67 22.54
31.09 132 9.90 39.01 40.99
UfltflJ auu. miu
3 nu.u. llrm 17.85 2.93 3.66 20.78 21.51
6.58 1.70 2.13 8.28 8.71
-5vi \*m« BU.ll. «9711
28.94 3J4 4.18 32.28 33.12
•an atl.u. llnS 33.81 5.04 38.85 40.1 I
au.u. «»ni 50JS 4.66 6.30 55.01 56.17
- ijami flu.u vlnS 57.42 19.00 5.82 76.42 81.17
23.75
-muiasan BU.U. U81U
ituiiv-j HitJlliifi auu. 11B7U 25.29 6.36 7.95 31.66 33.25
- fluitar an ou.u. uuu 6.91 101 1.27 7.92 8.17
au.u. uuu 37.31 950 11.88 46.81 49.19
4 -nuiBflÿfliSon gfiiiioommii
au.u. uuu 12.99 1.91 2.38 14.90 15.38
\fl-1IU 44.64 19.16 59.97 63.80
AU.U. IIUU 15,33
HBU ( Hnumntujoui )
au.u. uuu 18.11 2.91 3.64 21.02 21.75
UfiflU au.u. uuu 54.92 19.10 23.87 74.02 78.79
au.u. uuu 5.87 1.30 7.17 7.50
5 nulwa’inignii Hnu • ufliTu 1.63
Nmi ( HBunumijoun ) »17.U. 7.57 1.51 1.89 9.08 9.46
717.U.
imiiu «7.U. 9.33 2.47 3.09 11.80 12.42
fll.U.
6 4iuuunn ( uufiqn ) »17 U. 8.07 1.25 1.56 9.31 9.62
HBU ( Blend ) 6.58 0.54 0.68 7.12 7.25
uatfu 6.08 0.77 0.96 6 85 7.04
7 •nutfwmiiuuulfi B7.U. 13.81 1.94 2.43 15.75 16.24
8 •nuiiflfomj'nnifluufouflivu B7.U. 19.09 2.68 3.35 21.77 22.44
B7.U. 28.38 3.99 4.98 32.37 33.36
yi74 iomu fil.U 41.57 5.84 7.30 4741 48.86
MUfiqn 10 mu. BU.U. UflIU 181 0.49 0.61 2.30 2.42
Si AC 5 mu.
9 41U71B(n4l«7uTA» BU.U. UflIU ZL250 0.68 0.84 3.34 X
10 4TUn«W14UTInVlll auu. *tm* \
#« WMk mn\ 1.00 1.26 4'
II 41uSlT114UUUU14 au u. uaiu
TUlSoi ( 1/2 *) 5.44 1.47 1.84
vuiSm ( 3/4 ••) »:?•
B04»U(3/4" + 3/8") \
SIIWU ( 1 " + 1/2 ")
-12 nuiflflouuu uififju ( Pre Coal )
muiSoi( 1/2 ")
muiSoi ( 3/4 •)
B04VU ( 3/4 •i- 3/8 0
!Tmu(l*4 1/2”)
/ii
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12
flviufimuuniiuasfniasjniM
HfmlwwwmSÿTfai S 30.00 •30.99 inn/aftt ( 5ifnm!o'jfni 2548 )
aiflu anviois-Jiu n'iif?ourifn (inn) nwiuiu Cum)
um/mnu linn jhijn ijnS rluÿn
13 miihinMeffifomimMwtfii
n’wmjitrÿneailoTiSnfiounifi au 366.01 16.77 20.97 382.79 386.98
fhiurnqiJfnfll80 HTI jrosiuih100-300 ftu.
fl?4 250,000
•jiuÿonmosufniu HI ACMUI 5 KU. HJ.U. 11.68 2.S6 3.20 14.24 1488
H7.il. 9.08 2.10 2.63 11.18 11.71
VliBlllUuWn
lniffoiTifllifo f)T4 150,000
14 wibirufloun?8
fhHRH4IAJe4H7TU
flintnjfleunifl nuu. 158.99 34.07 42.59 193.06 20158
nuiutriHoun™ ainumi. 12.45 1.52 1.90 13 97 14.35
fi-iiumjhjfi'aHition 2 tfi4 ami 14.84 3.69 4.61 18.53 19.45
niijfhnoan?* 10.20
m.u. 20.82 1.92 2.41 12.12 1260
fl'lHflJOBHBHOUnjH UBSMOOHU14 12.13
am) 740 2.45 3.06 23.27 23.89
n'ivioo«<miBOROfi8unT»
finiuHTuvsneunia IliHJ 2.34 2.92 14.47 15.05
4I.U
0.71 O.S8 8.11 8.28
15 J1U Stabilized Layer ITU.U. mitT 32.73 II 01 13.78 43.75 46.51
37.00 3.53 4.41 40.53 41.41
Himni'faij gnfi nun. min 36 00 11.03 13.78 47.02 49.78
riniinnsjÿnji mi.u. iniu 17.00 353 4.41 40.53 41.41
(iiHmniK) 'H'Ufiqn auu miw
fiithrTm) tfjinqn
16 4111 Pavement In Place Recycling m.u. 24.27 10.73 13.41 34.99 37.67
30.33 13.41 16.76 43.74 47.09
i)«anmnti is «»u HJ.U 40.44 17 88 2234 58 32 62.79
V«ifrmi(io 20 TO. HJ.ll. 48.53 21.45 26.81 69.98 75.35
3|H$maao 25 TO HJ.ll. 1000 1.91 2.41 II 93 12.41
HJ.ll. 2.32 0 36 0.45 2.68 2.77
3|oSmnito 30 no. HJ.ll.
40.99 5.56 6.94 46.54 47.93
17 4331 Slurry Seal HJ.ll. 55.47 706 8.82 62.53 64.29
HJ.ll. 67 16 775 9.68 76.85
1 8 4131 Fog Spray HJ.ll. 81.40 859 10.74 74,91 92.14
19 4311 Hoi M»ed Recycling HJ.ll
89.99
>ann 3 TO. HJ.ll.
HJ.ll. 10.04 1.72 2.15 11.76 12.19
JjHHfl 4 TO. 11.71 2.00 2.50 13 72 14.22
3[«nn 5 TO.
jjaSn 6 TO.
20 4131 Milling
\Hnn 5 TO.
yiiin to TO.
/
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i
101
v
fmvwhiiuarifajrisafw joimtjn 10{•(Mowwijhrjwliiito 25 «w)
qSihsromflu TIIIIJ Jbmttwwvi uasflmimiJnft
nfiniimuT8in34iaifi<imeiÿ 30.00 -31» uimivti
5:0: fhui3T]n fhimijn 1 isor fmwijn rlTU55Y|ft
iwifa vum
nu. vui/nu urn / MJJJ HTV91M immijn nu. lilH / ou irm/au.u.
vuth
nu. iw> / *u urn/aim.
1 6 38 8.93 41 88.81 124.33 31 174.56 244.38
2 8.03 11.24 42 90.95 127.33 82 176.63 247.28
3 9.67 13.54 43 93.09 130.32 83 178.79 250.31
4 1132 35.85 44 95.23 13333 84 180.96 25335
5 12.97 18.15 45 9737 136.32 85 183.14 256.40
6 14.61 20.46 46 99.52 139.33 86 185.24 25933
7 16.26 22.77 47 101.66 14232 87 187.34 262.28
8 18.09 2532 45 103.80 14532 88 189 54 26536
9 20.23 2832 49 105.93 148.31 89 191.66 26832
10 22.37 31 32 50 108.07 151.30 90 193.78 271.29
11 24.51 3432 91 196.01 274.42
12 26.66 3732 51 110.23 154.32 92 198.15 277.40
13 28 80 40 32 93 200.29 280.40
14 30.94 43.32 52 112-36 15731 94 202.44 283.41
15 33.08 46.32 95 204.48 286J7
16 35.23 4932 53 114.51 160J1 96 206.64 289.29
17 3737 5232 97 208.81 29233
18 39.51 55.31 54 116.66 163.33 98 210.98 295.38
19 41.66 58.32 99 213 17 298.44
55 118.79 166.31
56 120.93 169.30
57 123.08 17231
58 125.24 17534
59 127 37 178.32
20 43 80 6132 60 12931 18132 100 215.23 30133
21 4594 64.32 101 21743 304.40
22 48 09 67 32 61 131.66 184.33
23 5032 70.31
62 133.83 187 36 102 219.51 307.31
63 135.95 19033 103 221.72 310.41
24 52.37 73.32 64 138 08 193.31 104 223 81 313.33
25 54.52 76.32 65 14032 196.30 105 226.04 316.45
26 56.66 79.32 66 I42J7 19931 106 228.13 319.38
27 58.80 82.32 67 144.53 202.34 107 230.23 322.32
28 60.95 85 32 68 146.64 205 29 108 23234 325.27
29 63.08 88.31 69 148.82 208.34 109 234.60 328.44
30 65.23 91.32 70 150.94 211J2 110 236.71 331.40
31 67.36 9431 71 153.08 214.31 111 238.84 334.37
32 69.52 97-32 72 155.22 217.31 112 240.96 337.35
33 71.66 100.32 73 157.38 220.33 113 243.10 340 34
34 73.80 103.33 74 159.54 223.36 114 245.24 343 33
35 75.94 106.31 75 161.64 226.30 1 15 247.38 346.33
36 78.08 109.32 76 163.82 229.35 116 249.53 349.34
37 80.23 112.33 77 165.94 232 31 117 68 352.
38 82.38 115.33 168.06 235.29 118 25 35*38
39 84.52 118 33 79 170.27 23838 j119
40 86.66 121.32 172.41 241.38 \120 I * rivvxvJ
•• •
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n*/iuri 5IT su rumgwuuiruLiu rtu oooi tjrnu 101 -
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101 iron iL\ 09 9Ct 96515 991
cot ill 95T15 tn« cl l 9* lit it l
65 109 ooz irus Ul 55559 C$605 991
95*865 Mbit irm 95695
58*565 0 PLZt 661 5Z805 95195 Oil £9059 ittoz £91
19 C65 655C9 861 69505 691 tSLlt 8550t
Of 685 6lilt 99C05 61 595 891 10505 It1
98985 00 l It 161 99 669 19! bttZt 10 IOC
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51915 1C809 161 19 189 88955 191 09909 9C88C 851
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Daiin (200 kg.) 8,047
PAR4 AC Bulk (1.0C0 kg.) 41,525
(200 kg.) 8,905
MC-70 Bulk (i.OOO kg.) 44,660
Dam (200 kg.) 9.539
Bulk (1,000 kg.) 44,"65
Drum (200 kg.) 6,964
CSS-: Buik (1,000 kg.) 24,750
Dam (200 kg.) 5,830
CRS-2 BUk (1,000 kg.) 24.310
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CMS-2H Bulk (1,000 kg.) 24.849
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CSS-1h Bulk (1.000 kg.) 25.C5B
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