AASHO road test AASHO$BF;O);n83(B AASHO(American Association of State Higllway Offcials)$B$,Cf?4$H$J$C$F(B1950$BG/Be$K>N!%(B
accident severity ratio $B;v8N6/EYN((B $B;v8N6/EYN(!a(B($B=E=}
accidents/100km $B;v8N7o?t(B/100km $B;v8N7o?t(B/100km$B!a(B($BG/4V$NJ?6Q;v8N?t(B/$BD4::8=>l1dD9(B)*100km ($B=PE5(B:HD28/04)
accidents/l0^8veh-km $B;v8N7o?t(B/10^8$B $B;v8N7o?t(B/10^8$Bl1dD9(B*$B0lF|$"$?$j$NDL9TNL(B*365/10^8) ($B=PE5(B:HD28/04)
accuracy $B@:EY(B $BB,DjCM$H??CM$H$N0lCW$9$kEY9g$$!%(B($B=PE5(B:FILTER)
acquisition repetition interval $B<}=87+$jJV$74V3V(B $BO"B3$7$?#2$D$N2#CG%W%m%U%!%$%kB,Dj4V$NAv9T5wN%!%(B($B=PE5(B:FILTER)
acquisition sampling interval $B%5%s%W%j%s%04V3V@:EY(B $BN%;6E*%W%m%U%!%$%kB,Dj$K$*$1$k(B2$B$D$NO"B3E*%G!<%?4V$N5wN%!%%"%J%m%0B,Dj$G$OL$Dj5A$G$"$k!%(B($B=PE5(B:FILTER)
adhesion $BIUCe(B $B%?%$%d%4%`$NJ,;R$H@\?($7$?O)LL$NJ,;R$H$NIUCe$N$3$H$r;X$7!$GKJR!&$[$3$j!&?e$K$h$jIR46$K%4%`$HO)LL$rJ,N%$5$;$k!%(B
alias $B%(%$%j%"%9(B $B%(%$%j%"%7%s%0$,@8$8$?$H$-$N!$85?.9f$H$O0[$J$k8+$+$1>e$NGH7A!%(B
aliasing $B%(%$%j%"%7%s%0(B $B85?.9f$KBP$7$F%5%s%W%j%s%0$7$?E@$+$i!$85?.9f$r@5$7$/I=8=$G$-$J$/$J$k8=>]!%(B
alligator (crocodile) cracking $B559C>u%/%i%C%/(B $B%o%KHi$K;w$?%Q%?!<%s$,O"7k$b$7$/$OAH$_9g$o$5$l$F$$$k7A>u$N%/%i%C%/!%(B ($B=PE5(B:ASTM E 867-02)
angular spatial frequency, texture angular wavenumber $B6u4V<~GH?t$N3QEY!$%F%/%9%A%cGH?t$N3QEY(B $BMW0x(B2$B&P$r3]$1$?6u4V<~GH?t!%(B ($B=PE5(B:ISO 13473-2)
anisotropic texture $B0[J}@-%F%/%9%A%c(B $B=D2#CG7A>u$N$h$&$K!$$$$/$i$+$N;X8~@-FCD'$r<($9%F%/%9%A%c$N$3$H!%(B ($B=PE5(B:ISO 13473-2)
anti-aliasing $B%"%s%A%(%$%j%"%7%s%0(B $B%(%$%j%"%7%s%0$NH/@8$rKI;_$9$k$3$H!%$^$?$O$=$NJ}K!$N$3$H!%(B
anti-aliasing filter $B%"%s%A%(%$%j%"%7%s%0%U%#%k%?(B 1/2$B$h$j9b$$<~GH?t$N?.9f$N%3%s%]!<%M%s%H$rM^@)$9$k$?$a!$Ev=i$N%"%J%m%0$N%W%m%U%!%$%k?.9f$rMxMQ$7$?%m!<%Q%9$N%"%J%m%0%U%#%k%?$KDs6!$9$k$?$a$N%G%8%?%k$N%5%s%W%j%s%0<~GH?t!%(B ($B=PE5(B:ASTM E 867-02)
anti-smoothing $BHsJ?3j2=(B $B?.9f(B($B%W%m%U%!%$%k(B)$B$+$i9b<~GH@.J,$@$1H4$-=P$9$3$H!%%O%$%Q%9%U%#%k%?$rDL$9$3$H$HF15A!%(B
ASCII (American Standard Code for Information Interchange) ASCII$B!J>pJs8r49MQJF9qI8=`%3!<%I!K(B $BJ8;z!$?t;z5Z$S6gFIE@$N$h$&$J%-!<%\!<%I$N>pJs$rI=8=$9$k$?$a!$(B2$B?J?t$GI=8=$5$l$?(B128$BJ8;z$NI8=`E*%3!<%I$N$3$H!%DL>o$N(BASCII$B$N%F%-%9%H%U%!%$%k$K$O!$3h;z$N;zLL$K4X$9$k>pJs$d%W%j%s%?@)8f%3!<%I$O4^$^$l$F$$$J$$!%(B($B=PE5(B:FILTER)
AUN and w AUN$B5Z$S(Bw ISO8608$B$K$*$1$k(BAUN$B$H(Bw$B$r%W%m%U%!%$%k$+$i5a$a$kJ}K!$O
averaging distance $BJ?6Q2=5wN%(B $B6h4V$r99$KJ,3d$7$?8!F$$KMQ$$$k>.6h4VD9(B($BNc!'(B50$B!$(B100$B!$(B190$B!$(B300$B$^$?$O(B400m)$B$N$3$H!%(B ($B=PE5(B:FILTER)
axle $B $B$NAv9T$9$k$?$a$K2#I}$K9-$,$C$F$$$k<4!%N>C<$N$9$k!%(B ($B=PE5(B:ASTM E 867-02)
axle configuration code $B $B%f%K%C%H$N%?%$%W$H?t!&3F%f%K%C%H$N
axle count $B $BJ^Au$H@\$9$k$N
axle group $B $B=ENL$N0lIt$r;Y$($k$?$a!$(B1$B$D0J>e$NNY@\$7$F$$$k
axle load $B<42Y=E!J<4=E!K(B $Be$N
axle spacing $B<44V5wN%(B $B3F$NA0<4$N$?$a$N<44V5wN%$O(B0$B$G$"$k!%(B ($B=PE5(B:ASTM E 867-02)
axle-group load $B<4722Y=E(B $B$$$/$D$+$N<42Y=E$N%0%k!<%W$NA4$F$NNX2Y=E9g7WCM$G!$$NAm=ENL$r<($9!%(B ($B=PE5(B:ASTM E 867-02)
band-pass filter $B%P%s%I%Q%9%U%#%k%?(B $B?.9f$N%U%#%k%?%j%s%0$K$*$$$F!$$"$k?6I}$NHO0O$K$"$k@.J,$@$1
baselength $B4pDlD9(B $B%W%m%U%!%$%k$rJ,3d$7$?$H$-C10LD9$5$G!$J^Au$N%^%/%m%F%/%9%A%c$N1zFL$rI>2A$9$k>l9g$K$O(B100mm$B$rMQ$$$k!%(B ($B=PE5(B:ASTM E 867-02)
benchmark sites $B4p=`COE@D4::(B $B3F4p=`COE@$X(BMSSC$BCM$r5,Dj$7$?$j!$A4BNE*$JJ?6Q(BMSSC$BCM$rCO0h$KDs6!$9$k$?$a$K9T$&D4::$N$3$H!%3F;n834|4VCf$K(B3$B2s%F%9%H$9$k$R$D$h$&$,$"$k!%(B ($B=PE5(B:HD28/04)
bias $B%P%$%"%9(B $B?.9f$K0lDjCM$ND>N.@.J,$r2C$($k$3$H!$$^$?$O$=$N2C$($?$b$N!%$3$3$G$O!$??CM$KBP$7$FB,DjCM$K$"$k0lDj$NCM$,2C$o$k798~$K$"$k$H$-$N$=$NJP$C$?CM$N$3$H!%(B
bituminous bleeding $B%"%9%U%!%k%H$N%V%j!<%8%s%0(B $BJ^AuI=LL$N%"%9%U%!%k%H$N?;$_$@$7$G!$0lHLE*$K$O
bituminous pavement $B%"%9%U%!%k%HJ^Au(B $B:U@P$H%"%9%U%!%k%H$d%3!<%k%?!<%k$J$I$N%"%9%U%!%k%H%P%$%s%@$r:.9g$7$?J^Au$G!$J^Au$N>eAXIt$KMQ$$$k!%%A%C%W%7!<%k!$%9%i%j!<%7!<%k!$%5%s%I%7!<%k!$%-%c%C%W%7!<%k$J$I$NI=LL=hM}$b4^$`!%(B ($B=PE5(B:ASTM E 867-02)
blanking band $B%V%i%s%-%s%0I}(B $BO)LL=DCGJ}8~$N%W%m%U%!%$%kGH7A$K$*$1$k?6I}$N:G9bCM$H:GDcCM$N4V$N:GE,$J0LCV$KCf?4$r$b$D0lDj$J9b$5$NI}$G!$(B30m$B0J>e$NF;O)1dD9$,I,MW!%(B ($B=PE5(B:ASTM E 867-02)
block cracking $B%V%m%C%/>u%/%i%C%/(B 0.1m2$B$+$i(B10m2$B$NBg$-$5$G!$J^Au$rD9J}7A$KJ,3d$9$k%/%i%C%/$N%Q%?!<%s!%(B ($B=PE5(B:ASTM E 867-02)
blowups $B%V%m!<%"%C%W(B $B%3%s%/%j!<%HJ^Au$,2F>l$K9b29$K$J$C$FKDD%$7!$L\CO$G5[<}$7$-$l$:$KL\CO$d$R$S3d$l$N$"$k$H$3$m$G@^$l6J$,$C$F;}$A>e$,$k8=>]!%(B ($B=PE5(B:ASTM E 867-02)
braking force coefficient, tire $B%?%$%d$N@)F0NO78?t(B $B1tD>2Y=E$KBP$9$k%V%l!<%-%s%0NO$NHfN(!%(B ($B=PE5(B:ASTM E 867-02)
braking force coefficient, tire, peak $B%?%$%d$N:GBg@)F0NO78?t(B $B@)F0%H%k%/$H$7$F$N
braking force coefficient, tire, slide $B%?%$%d%m%C%/;~$N@)F0NO78?t(B $B@)F0NO78?t$O!$%V%l!<%-$K$h$k%m%C%/$5$l$?
braking force, tire $B%?%$%d$K$h$k@)F0NO(B $B@)F0%H%k%/$K$h$j5/$3$kIi$N=DCGJ}8~$NNO!%(B ($B=PE5(B:ASTM E 867-02)
braking torque $B%V%l!<%-$K$h$k%H%k%/(B $BIi$NJ}8~$ND>@\:nMQ$9$k
bulk hysteretic friction $B%P%k%/%R%9%F%j%7%9K`;$(B $B%?%$%d$N%4%`$GO)LL$N%^%/%m%F%/%9%A%c$,J$$o$l$?:]$K!$$=$l$,Gm$,$l$k$N$KMW$9$k%(%M%k%.!CHq$7$J$$$,!$B>$N0lIt$O2sI|$7$J$$!%(B ($B=PE5(B:VTI notat 53A-1997)
calibration platform $B$9$Y$j3S@5Bf(B $B%?%$%d$N@\?(J?LL$NNO$rB,Dj$9$k$?$a$N0\F0<02MBf$G!$NO(B($B2Y=E(B)$B$rB,Dj$G$-$k5!4o$rHw$($F$$$k$b$N$b$"$k!%(B ($B=PE5(B:ASTM E 867-02)
calibration reference signals $B3S@5MQ;2>H?.9f(B $BM=B,$7$?
canonical index $BI8=`E*;XI8(B $B;XI8$r7W;;$9$k>e$G0lHLE*%"%k%4%j%:%`$rM-$7!$9-HO0O$KE,9g$G$-$k;X?t$N$3$H!%(B($B=PE5(B:FILTER)
CBR CBR California Bearing Ratio$B$NN,>N!%(B ($B=PE5(B:HD30/99)
champion $B%A%c%s%T%*%s(B $BJ^Au%^%M%8%a%s%H%7%9%F%`$r;HMQ$9$k5!4X$G$3$N%7%9%F%`$r1?MQ$9$k.%0%k!<%W$N$3$H!%(B ($B=PE5(B:ASTM E 867-02)
characteristic $B%-%c%i%/%?%j%9%F%#%C%/(B $BJ^AuI=LL$rD>@\B,Dj$7$?$b$N$r6hJL$7$F$$$kFC@-!%J^Au$N=DCG%W%m%U%!%$%k!&2#CG%W%m%U%!%$%k!&J^AuI=LL$NO"B3@-$NJ,N%$J$I$,$"$k!%(B ($B=PE5(B:ASTM E 867-02)
chirp test $B9b2;;n83(B $B%?%$%d%m%C%/$5$;$J$$$?$a$N@)F0NO$r5a$a$k;B?7E*$J;n83!%%?%$%d%m%C%/!J%?%$%d%9%i%$%I!K$rKI$0$?$a$K%V%l!<%-$r4K$a!$=DCGJ}8~$K:GBg$N@)F0NO$rF@$l$k$h$&$K$7$F$$$k!%(B ($B=PE5(B:ASTM E 867-02)
closed texture $B%/%m!<%:%I%F%/%9%A%c(B $B7j$N?t$,>/$J$/!$7j$O$a$C$?$KO"B3$7$F$$$J$$$h$&$JO)LL!%(B ($B=PE5(B:ISO 13473-2)
closeness between devices $BAuCV4VN`;wEY(B $B3FAuCV$HJ?6QCM4V$NAj4X$N$3$H!%(B($B=PE5(B:FILTER)
commercial vehicle $B>&MQ $B>&6HE*$J2_J*1?HB$N$?$a$K@_7W$5$l$?%7%c!<%7$H%5%9%Z%s%7%g%s$N>fIW$J!%(B ($B=PE5(B:ASTM E 867-02)
contact devices $B@\?(AuCV(B $B@\?(<0$NO)LL7WB,AuCV!%(B ($B=PE5(B:ISO 13473-3)
contactless devices $BHs@\?(AuCV(B $BHs@\?(<0$NO)LL7WB,AuCV!%(B ($B=PE5(B:ISO 13473-3)
continuously reinforced concrete pavement (CRCP) $BO"B3E46Z%3%s%/%j!<%HJ^Au(B $B2Y=EJ,;6$H%3%s%/%j!<%H$NNL$rJQ2=$5$;$k$3$H$K$h$j2#CG$N<}=L%/%i%C%/$NM^@)$H2#CGKDD%L\CO$r%3%s%H%m!<%k$9$k$?$a$K!$==J,$J=DCGJ}8~$N9]Jd6/:`$,;H$o$l$F$$$k%]%k%H%i%s%I%;%a%s%H%3%s%/%j!<%HJ^Au!%(B ($B=PE5(B:ASTM E 867-02)
corner breaks $B6y3QIt$NGKB;(B $BNY@\$7$F$$$k2#$H=D$NL\CO$r2#@Z$k%/%i%C%/$K$h$C$FJ,$1$i$l$?J?HD$N0lIt!%Av9TB&$ND9$5$,(B0.3 m $B$+$iI}0w$NH>J,$^$G$G!$(B45$BEY$N3QEY$GGKB;$7$F$$$kJ?HD!%(B ($B=PE5(B:ASTM E 867-02)
corrugation $B%3%k%2!<%7%g%s(B $B;3$HC+$N4V3V$,(B1m$BL$K~$NGH7A$H$J$C$F$$$kJ^Au$NI=LL$N5,B'E*$J4V3V$N5/Iz!%(B ($B=PE5(B:ASTM E 867-02)
CP 10 CP 10 10m$B4p@~D9$rMQ$$$?J?C3@-78?t(B2.5$B$N$3$H!%(B($B=PE5(B:FILTER)
CP 2.5 CP 2.5 $BJ?C3@-78?t(B2.5$B$N5a$aJ}$O
CP 40 CP 40 40m$B4p@~D9$rMQ$$$?J?C3@-78?t(B2.5$B$N$3$H!%(B($B=PE5(B:FILTER)
crack $B%/%i%C%/(B $BJ^AuI=LL$NNv$1L\$N$3$H!%ITO"B3$G$"$j!$J^AuA48|$r4SDL$7$F$$$J$$>l9g$b$"$k!%(B ($B=PE5(B:ASTM E 867-02)
cross-fall $B%/%m%9%U%)!<%k(B $BF;O)$NCf?4@~$H?bD>J}8~$KB,Dj$5$l$?J^Au6h4V$b$7$/$OA4I}0w$KBP$9$k2#CG8{G[$N$3$H!%%Q!<%;%s%F!<%8!&HfN((B(30$B$N$&$A(B1$B$J$I(B)$B!&?eJ?@~$KBP$9$k3QEY$G<($5$l$k!%=,47E*$K$O!$2#CG%W%m%U%!%$%k$N1&C<$,:8C<$h$jDc$$>l9g!$%/%m%9%U%)!<%k$O%W%i%9$NCM$r;}$D!%$^$?!$%/%m%9%U%)!<%k$K$O4uK>$9$k2#CG%W%m%U%!%$%k$rI=8=$9$k$?$a$K@_7W$5$l$?$b$N!$?7@_;~$N2#CG%W%m%U%!%$%k$K$h$j7A@.$5$l$k:GNID>@~$GI=8=$5$l$?$b$N!$$b$7$/$O$"$k;~E@$K
cross-fall, regression line definition $B%/%m%9%U%)!<%k!"2s5"D>@~$NDj5A(B $B:GDc!$(B7$BB,DjCM$K$h$jDj5A$5$l$k2#CG%W%m%U%!%$%k$N2s5"D>@~$H?eJ?@~$H$N$J$93QEY!%(B($B=PE5(B:FILTER)
cross-fall, rut bottom line definition $B%/%m%9%U%)!<%k!"$o$@$A7!$l?<$5D>@~$NDj5A(B $B:81&@~$H?eJ?@~$H$N$J$93QEY!%(B($B=PE5(B:FILTER)
cross-fall, surface line definition $B%/%m%9%U%)!<%k!"O)LLD>@~$K$h$kDj5A(B $B:8NX50@W$N:8C<$H1&NX50@W$N1&C<$r7k$VD>@~$H?eJ?@~$H$N$J$93QEY!%(B($B=PE5(B:FILTER)
crosstalk $B:.@~(B $BJL$N$b$N$KNO$,:nMQ$7$F$$$k$H$-$KJQ494o$K$h$jIi2Y$r7Z$/$7$?<4$K8=$o$l$k!$K>$^$l$F$$$J$$NO:nMQ$N8z2L!%(B ($B=PE5(B:ASTM E 867-02)
crown $B%/%i%&%s(B $B:GD:It$N$3$H!%DL>oF;O)$N@_7W$G$OCf1{It$+$iN>30B&$X?t(B%$BDxEY$N8{G[$r$D$1$k$,!$$=$NCf1{It$N$3$H!%(B
cutoff height $B%+%C%H%*%U9b$5(B $B=DCG%9%1!<%k$G(B7.5m$B$rI=$7$F$$$k89$+$i5-O?$G!$I=LL>e$N:G9b$NFCD'E*$J5wN%(B ($B=PE5(B:ASTM E 867-02)
DCP $BF0E*1_?m4SF~;n834o(B $BF0E*1_?m4SF~;n834o!%(B ($B=PE5(B:HD30/99)
default $B%G%U%)%k%H(B $BJQ990JA0$K!$M-8z$G$"$k%"%W%j%1!<%7%g%s$dJQ?t$N$3$H!%(B ($B=PE5(B:FILTER)
depression $B$/$\$_(B $BNY@\$7$F$$$kJ^Au$5$l$?%(%j%"$h$j!$9bDc:9$NDc$$J^AuI=LL$NHO0O!%(B ($B=PE5(B:ASTM E 867-02)
dolly $B%I%j!< $B7B(B225mm$B$N(B2$BBP$N%I%j!<
durability "D" cracking D$B%/%i%C%/(B $B2#L\CO!$%/%i%C%/!$<+M31oIt(B($B=DL\CO(B)$BIU6a$N69$$6u4V$GH/@8$9$k;0F|7n>u$N%/%i%C%/%Q%?!<%s$G!$$=$N%Q%?!<%s$HBg$-$5$+$i(BD$B%/%i%C%/$H8F$P$l$F$$$k!%(B ($B=PE5(B:ASTM E 867-02)
dynamic hydroplaning $BF0E*$J%O%$%I%m%W%l!<%K%s%0(B $BN.F0@-$N47@-NO$NF/$-$GH/@8$7$?
dynamic intermediate precision $BF0E*$JCf4V$N@53N$5(B $BFC@-$NB,Dj$N$?$a$KF1$80LCV!&7+$jJV$71?E>B.EY!&F0E*$JCf4V$N@53N$J>r7o2<$G(B3$B$D$NFC@-$NB,Dj$N@53N$5$O7hDj$5$l$k!%(B ($B=PE5(B:ASTM E 867-02)
dynamic vehicle tire force $BF0E*%?%$%dNO(B $B0\F0$N%?%$%d$K$h$C$FJ^AuI=LL$K?bD>$KE,MQ$5$l$?;~4VC10L$GJQF0$9$kNO$N@.J,!%(B ($B=PE5(B:ASTM E 867-02)
edge cracking $BJ^AuC<$R$S3d$l(B $BJ^AuC
elevation $B9b$5(B $BI89b!$$"$k4p=`E@$+$i$NAjBP9b$5!%(B
energy $B%(%M%k%.!<(B $B$"$kM?$($i$l$?GHD9HO0O$K$*$1$k%W%m%U%!%$%k6J@~$NO)LL9b(B2$B>hCM$NAmOB$N$3$H$G!$J,;6$KAjEv$9$k!%(B ($B=PE5(B:FILTER)
estimated texture depth, (ETD) $B?dDjJ?6Q%F%/%9%A%c?<$5(B $BJ?6Q%W%m%U%!%$%k$-$a?<$5$r@~7AJQ49$7$FF@$i$l$kJ?6Q%F%/%9%A%c?<$5$N?dDjCM!%(B ($B=PE5(B:ASTM E 867-02)
faulting of joints and cracks $BL\CO(B/$B%/%i%C%/It$NCJ:9(B $B%8%g%$%s%HIt$d%/%i%C%/$K$h$kCJ:9!%(B ($B=PE5(B:ASTM E 867-02)
FEHRL FEHRL $B2$=#9qFbF;O)D4::8&5f=j%U%)!<%i%`$NN,>N!%(B($B=PE5(B:FILTER)
FHWA(Federal Highway Administration) FHWA $B%"%a%j%+9g=09q8rDL>J$N28rDL$X$N@\B3$,%9%`!<%:$K$$$/$h$&$K!$7P83!&;qNA!&>pJs$J$I$rDs6!$7$F$$$k(B.
filter $B%U%#%k%?(B $B%U%#%k%?%j%s%0$9$k$?$a$N
FILTER FILTER FEHRL$B$K$h$jN!%(B($B=PE5(B:FILTER)
filtering $B%U%#%k%?%j%s%0(B $B$"$k?.9f$KBP$7$FITMW$J@.J,$r=|5n$7!$I,MW$J@.J,$@$1$rCj=P$9$k$3$H!%(B
Filters $B%U%#%k%?=8(B $BF1MM$NFC@-$r$*8_$$$K6&M-$7$F$$$kA4$F$N%P%s%I%Q%9%U%#%k%?$N$3$H!%6K$a$F1TIR$J%+%C%H%*%UFC@-(B($B>/$J$/$H$b(B48dB/Octave)$B$rM-$7!$$=$NDL2a0h(B(0.1dB$B0J2<(B)$B$K6K$a$FDc$$%j%C%W%k$,$"$j!$(B2$B
free edge $B<+M31oIt(B $BJ^AuC
frequency domain filtering $B<~GH?t%I%a%$%s%U%#%k%?%j%s%0(B $B%U%#%k%?%j%s%0A`:n$N0l$D!%%W%m%U%!%$%k$N%9%Z%/%H%k$r7W;;$7!$F@$i$l$?%9%Z%/%H%k@.J,$r<~GH?t1~Ez4X?t$GA}I}$9$k$3$H!%(B ($B=PE5(B:ASTM E 867-02)
frequency response function $B<~GH?t1~Ez4X?t(B $B??$N%W%m%U%!%$%k$N(BPSD$B$KBP$9$kB,Dj%W%m%U%!%$%k$N(BPSD$B$NHf!%(B($B=PE5(B:FILTER)
full trailer $B%U%k%H%l!<%i(B $BA08e(B2$B<4$r;}$D%H%l!<%i!%(B ($B=PE5(B:ASTM E 867-02)
FWD FWD Falling Weight Deflectometer$B$NN,>N!%(B ($B=PE5(B:HD30/99)
G(n0) and w to ISO 8608 G(n0) $B5Z$S(B w ISO8608$B$K$*$1$k(BG(n0) $B$H(Bw$B$r%W%m%U%!%$%k$+$i5a$a$kJ}K!$O
general recording of profile curves $B%W%m%U%!%$%k6J@~$N0lHLE*$J5-O?(B $B4JC1$K@bL@$9$k$?$a$d2A$N$?$a$K%F%/%9%A%c$r:n$k$3$H$,$G$-$k%W%m%U%!%$%k6J@~$N$3$H!%(B ($B=PE5(B:ISO 13473-3)
geometry $B4v2?9=B$(B $BF;O)$N30LLE*7A>u$N$3$H!%(B
golden car $B4p=` NCHRP$B$N8&5f$K$*$1$k%/%)!<%?%+!<%b%G%k$N4p=`=t85
gross-vehicle weight $BAm=ENL(B $B5Z$S$=$NIUB0J*$NAm=ENL!$$^$?$O$NA4NX2Y=E!%(B ($B=PE5(B:ASTM E 867-02)
group delta $B%0%k!<%W%G%k%?(B $B$"$k
group limit $B5vMF $B$"$k
group spacing $B $B3F
half car $B%O!<%U%+!<(B 2$B$D$N%/%)!<%?%+!<%b%G%k$r9g$o$;$?%b%G%k$N$3$H!%%O!<%U%+!<%b%G%k$K$h$k%W%m%U%!%$%k$O!$(B2$B$D$N%/%)!<%?%+!<$K$h$k%W%m%U%!%$%k$NJ?6QCM$H$J$k!%(B
half-car roughness index (HRI) $B%O!<%U%+!<%i%U%M%9;X?t(B(HRI) 80km/h$B$N%O!<%U%+!<%7%_%e%l!<%7%g%s$K$h$C$FO)LL=DCG1zFL$+$i7W;;$5$l$k;X?t!%(B ($B=PE5(B:ASTM E 867-02)$B!!!!(BIRI$B$HF1MM$N%"%k%4%j%:%`$,;HMQ$5$l$F$$$k;X?t!%%W%m%U%!%$%k$K$ON>NX50@W$NJ?6Q$,MQ$$$i$l$k!%(BHRI$B$N1~Ez$O(BIRI$B$H6hJ,$7$F9MN8$5$l$J$$!%(B ($B=PE5(B:FILTER)
height sensor $B9b$5%;%s%5!<(B $B%W%m%U%!%$%i$K
high-pass filter $B%Q%$%Q%9%U%#%k%?(B $B?.9f$N%U%#%k%?%j%s%0$K$*$$$F!$$"$k?6I}$r1[$($k@.J,$@$1
high-speed road monitor (HRM) $B9bB.O)LLB,Dj $B%l!<%6%;%s%5$dB>$NAuCV$K$h$jO)LL>uBV$rB,Dj$9$k%P%s$^$?$O%H%l!<%i$N$3$H!%DL>o$NB.EY$G0lHL$K:.$6$C$FB,Dj$G$-$k!%(B ($B=PE5(B:HD29/94)
horizontal resolution $B?eJ?J}8~2rA|EY(B $BO)LL9bJQ2=$r8!=P$G$-$k:G>.?eJ?5wN%$N$3$H!%(B($B=PE5(B:FILTER)
horizontal traction (traction) $B?eJ?K`;$NO(B $B%?%$%d$,%m%C%/$7$?>uBV$G$N?eJ?93NO!%(B ($B=PE5(B:ASTM E 867-02)
hydroplaning (aquaplaning) of pneumatic tires $B%O%$%I%m%W%l!<%K%s%0(B $B6u5$%?%$%d$N2Y=E$r;Y;}$7$F$$$kI=LL$,$"$kJ*]!%(B ($B=PE5(B:ASTM E 867-02)
hydroplaning speed $B%O%$%I%m%W%l!<%K%s%0H/@8B.EY(B $B$"$k>r7o2<$G!$6u5$%?%$%d$,40A4$KF0E*%O%$%I%m%W%l!<%K%s%0$rH/@8$5$;$k;~$NB.EY!%(B ($B=PE5(B:ASTM E 867-02)
hysteresis $B%R%9%F%j%7%9(B $B%-%c%j%V%l!<%7%g%s;~$KNO$rA}8:$5$;$?$H$-!$BP1~$9$k%H%i%s%9%G%e!<%5!J
index $B;X?t(B $BB>$KBP$9$k$"$kNL$d@#K!$N4X78$d3d9g$N@-u!$Hf$J$I$rI=$9?t;z$^$?$O<0!%(B ($B=PE5(B:ASTM E 867-02)
Index algorithm $B;XI8%"%k%4%j%:%`(B $BB,Dj%W%m%U%!%$%k$rMWLs;XI8$KJQ49$9$k1i;;
inertial profiler $B47@-%W%m%U%!%$%i(B $B%W%m%U%!%$%k7WB,Fb$K@_CV$7$?2CB.EY7W$NB,DjCM$r=hM}$7$F47@-4p=`$r@_$1!$$3$l$r4p=`$H$9$kCOLL$N9b$5$rHs@\?(<0%l!<%6!$D62;GH$J$I$N%;%s%5$GB,Dj$9$k$3$H$GO)LL$N%W%m%U%!%$%k$r7WB,$9$k%?%$%W$N%W%m%U%!%$%i$N$3$H!%(B
inertial profilometer $B47@-%W%m%U%#%m%a!<%?(B $B47@-%W%m%U%!%$%i$NJL8F>N!%(B
inertial reference $B47@-4p=`(B $B$KAv9TCf$N2CB.EY@_CV0LCV$N9b$5$r;;=P$7!$$HO)LLLd$NJQ0L7W$N9b$5$N4p=`$H$J$k$b$N$r:9$9!%Dd;_Cf$O$3$N47@-4p=`$,5a$a$i$l$J$$!%(B
intemational roughness index(IRI) $B9q:]%i%U%M%9;X?t(B(IRI) $BO)LL%W%m%U%!%$%k$rMQ$$$F;;=P$9$kO)LL$N1zFLDxEY$rI=$9E}7WCM$G$"$j!$%9%W%j%s%0!$%@%s%Q!A[(B($B%/%)!<%?%+!<(B)$B$N%3%s%T%e!<%?$K$h$k2>A[1~EzCM!%@$3&6d9T$,%9%]%s%5$H$J$C$F%,%$%I%i%$%s$,<($5$l$?!%(B
Inventory $B%$%s%Y%s%H%j! $B%h!<%m%C%Q$N9bB.=D2#CG%W%m%U%!%$%kB,DjAuCV$K4X$9$kK\!%$3$NK\$O!$(B1998$BG/(B3$B7n$K9T$o$l$?D4::7k2L$r<($7$F$*$j!$%h!<%m%C%Q$NA4$F$N9bB.J?C3@-B,DjAuCV$K4X$9$k>pJs<}=8$a$?$b$N!%(B ($B=PE5(B:FILTER)
isotropic texture $BEyJ}@-%F%/%9%A%c(B $BO)LL>e$N3FJ}8~$KF1$8$h$&$JAH?%FC@-$r;}$C$F$$$k%F%/%9%A%c!%(B ($B=PE5(B:ISO 13473-2)
ITSM ITSM $B4V@\0zD%%9%F%#%U%M%9%b%8%e%i%9!%(B ($B=PE5(B:HD30/99)
jet-blast erosion $B%8%'%C%H%(%s%8%s$K$h$kO)LLNt2=(B $B9R6u5!$N%8%'%C%H%(%s%8%s$NG3>FGS5$$K$h$j%"%9%U%!%k%H$,G3>F(B/$BC:2=$7$?J^AuO)LL>e$N9u?'2=ItJ,!%(B ($B=PE5(B:ASTM E 867-02)
joint $B;\9)7Q$.L\(B $B@_7W>e$^$?$O;\9)>e@_$1$i$l$kJ^Au$N7Q$.L\!%(B ($B=PE5(B:ASTM E 867-02)
joint seal deterioration $B%8%g%$%s%H%7!<%kNt2=(B $B2a5n$K%7!<%k$7$?7Q$.L\ItJ,$K$*$$$F?e$J$I$N?;F~$K$h$kNt2=!%(B ($B=PE5(B:ASTM E 867-02)
joint spalling $B%3%s%/%j!<%HJ^AuL\CO6aK5$NJ^AuGKB;(B $B%3%s%/%j!<%HJ^AuL\CO<~JU(B(0.6m)$B$N%/%i%C%/5Z$S3Q$+$1!%(B ($B=PE5(B:ASTM E 867-02)
jointed concrete pavement (JCP) $BL\COM-$j%3%s%/%j!<%HJ^Au(B $B@_7W>e$N2#CGL\CO$rM-$9$k%]%k%H%i%s%I%;%a%s%H%3%s%/%j!<%HJ^Au!%(B ($B=PE5(B:ASTM E 867-02)
lane-to-shoulder dropoff $BAv9T $BAv9T
lane-to-shoulder separation $BAv9T $BAv9T
laser profilometer $B%l!<%6<0%W%m%U%#%m%a!<%?(B $BEE5$8w3X%;%s%5$rMxMQ$7$?AuCV!%O)LL$KBP$7$F%l!<%6$r>HF3BNJQ494o$KEj1F$9$k!%%;%s%5$OB,DjO)LL$K1h$C$FF0$+$5$l!$5wN%$N4X?t$H$7$F!$O)LL9b$5$KHfNc$7$?EE5$E*=PNO?.9f$H$7$F5-O?$9$k!%(B ($B=PE5(B:ISO 13473-3)
laser sensor $B%l!<%6%;%s%5(B $BH/8wAG;R$+$iH/$7$?%l!<%68w@~$OEj8wB&$N%l%s%:$rDL2a$7!$BP>]J*$NI=LL$G3H;6H?e$K%9%]%E%H$r7k$V!%$3$N;~$K!$BP>]J*$H$N5wN%$,JQ2=$9$k$H3H;6H?e$N%9%]%E%H$,0\F0$9$k!%$=$N0LCV$r8!=P$9$k$3$H$K$h$C$F!$BP>]J*$H$NJQ0LNL$rB,Dj$9$kJ}<0$N%;%s%5$N$3$H!%8w$NH?
lateral profile $B2#CG%W%m%U%!%$%k(B $BF;O)$N1dD9J}8~$KD>3Q$J@~$K1h$C$?%W%m%U%!%$%k$N$3$H!%(B
light-sectioning profilometer $B8w@ZCG<0%W%m%U%#%m%a!<%?(B $B69I}$^$?$O9-I}$N8w%S!<%`$rMxMQ$7!$:Y$$@~$^$?$O6/$/>H$i$5$l$?@~$K$h$j!$$/$C$-$j$H$7$?8w@~$rO)LL$K>Ho$KC;;~4V$G>HHu$O$\$+$5$l$F$7$^$&$?$a!$B,DjCf$O0\F0$9$k$3$H$,$G$-$J$$!%(B ($B=PE5(B:ISO 13473-3)
local equilibrium correction factor (LECF) $BCO0hJ?9U=$@5MW0x(B(LECF) $BD94|J?6Q$H0lCW$9$k$h$&$K:G?7G/%G!<%?$r=$@5$9$k$?$a$K3FCOE@Fb$G7hDj$5$l$?=$@578?t!%(BLECF=LESC/LMSC$B!%(B ($B=PE5(B:HD28/04)
local equilibrium SC (LESC) $BCO0hJ?9U(BSC(LESC) $B:G?7G/$K$*$1$kEv3:COE@$NJ?6Q$9$Y$jDq93CM$rI=$9$?$a$N78?t!%(B ($B=PE5(B:HD28/04)
local mean SC (LMSC) $BCO0hJ?6Q(BSC (LMSC) $B:G?7G/$ND4::7k2L$K$*$1$kEv3:COE@A4$F$GM-8z$J(B10m$B6h4V$NJ?6Q!%(B ($B=PE5(B:HD28/04)
long wavelength energy $BD9GH%(%M%k%.!<(B $BD9GHD9%(%M%k%.!<$Oe$KJQ49!%%U%#%k%?$K$O%A%'%S%7%'%U(BII$B7?@~7A%G%8%?%k%P%s%I%Q%9%U%#%k%?$rMQ$$$k!%-"%U%#%k%?=hM}$7$?CM$r(B2$B>h$7%l%]!<%H4V3V(B($BDL>o(B190m)$B$4$H$K9g7W!%-#9g7WCM$K%l%]!<%H4V3V$r>h$:$k!%(B($B=PE5(B:FILTER)
long wavelength NBO $BD9GHD9(B(NBO) $BD9GHD9(BNBO$B$O!$D9GH%(%M%k%.!<$r5a$a!$$=$NCM$rBP?t%9%1!<%k$K$h$j(B10$BCJ3,(B(1$B$,:G$b%i%U!$(B10$B$,:G$bJ?3j(B)$B$KJQ49$9$k$3$H$K$h$j5a$^$k!%(B($B=PE5(B:FILTER)
longitudinal cracking $B=DCG$R$S3d$l(B $BAv9TJ}8~$HJ?9T$KH/@8$9$kJ^Au$N%/%i%C%/!%(B ($B=PE5(B:ASTM E 867-02)
longitudinal force, tire (Fx) $BA08e<4J}8~%?%$%d30NO(B $B%?%$%d$KF/$/(BX'$BJ}8~@.J,$N30NO!%(B ($B=PE5(B:ASTM E 867-02)
longitudinal profile $B=DCG%W%m%U%!%$%k(B $BF;O)$N1dD9J}8~$KJ?9T$J@~$K1h$C$?%W%m%U%!%$%k$N$3$H!%(B
longitudinal profile measurement $B=DCG%W%m%U%!%$%kB,Dj(B $B
low-pass filter $B%m!<%Q%9%U%#%k%?(B $B?.9f$N%U%#%k%?%j%s%0$K$*$$$F!$$"$k6uLd<~GH?t(B($B?6I}(B)$B$r2<2s$k@.J,$@$1
low-speed rolling devices $BDcB.EY%m!<%j%s%0AuCV(B $B%W%m%U%#%m%0%i%U$d(B3m$B%W%m%U%!%$%i$J$I$r:9$7!$DcB.EY$G0\F0$7$J$,$iO)LL$N%W%m%U%!%$%k$r7WB,$9$kAuCV$G!$3FAuCV$NFC@-$+$iF@$i$l$?%W%m%U%!%$%k$K$O%U%#%k%?!<$,$+$+$C$F$$$k!%(B
macrotexture $B%^%/%m%F%/%9%A%c(B 0.5mm$B$+$i(B50mm($B%;%s%?!
map cracking $BLL>u$R$S3d$l(B $B%9%i%V>eLL$N$_$KH/@8$7$?Aj8_$KO"B3$7$?$R$S3d$l!%(B ($B=PE5(B:ASTM E 867-02)
MDISP MDISP $B%9%/%j!<%s>e$G%0%i%UI=<($rDs6!$9$k$b$N!%(B ($B=PE5(B:HD29/94)
mean panel rating (MPR) $BJ?6Q%Q%M%kI>2ACM(B $BHo83h?4COI>2AJ?6QCM!%(B ($B=PE5(B:ASTM E 867-02)
mean profile depth (MPD) $BJ?6Q%W%m%U%!%$%k?<$5(B $B%W%m%U%!%$%k$rJ,3d$7$?6h4VKh$NJ?6Q$-$a?<$5$NJ?6QCM!%(B ($B=PE5(B:ASTM E 867-02)
mean roughness index (MRI) $B:81& $B30B&
mean segment depth $BI>2AC10L6h4V$NJ?6Q$-$a?<$5(B $B$"$k5,DjD9$r;}$D6h4V$rH>J,$KJ,$1(B,$B$=$l$>$l$N%W%m%U%!%$%k$-$a?<$5$rJ?6Q$7$?$b$N!%(B ($B=PE5(B:ASTM E 867-02)
mean summer correction factor (MSCF) $BJ?6Q2F4|=$@5MW0x(B(MSCF) MSCF$B$OD4::$9$k5(@a$N%Y%s%A%^!<%/!&%5%$%H$NA4J?6Q$N$3$H$G!$E,@Z$JD4::;~$K%Y%s%A%^!<%/!&%5%$%H$NA4J?6QCM$G3d$k$3$H$GF@$i$l$k!%(B ($B=PE5(B:HD28/04)
mean texture depth (MTD) $BJ?6Q%F%/%9%A%c?<$5(B $BBN@QK!(B(Test Method E965)$B$GB,Dj$5$l$kJ^AuI=LL$NJ?6Q$-$a?<$5!%(B ($B=PE5(B:ASTM E 867-02)
measured profile $BB,Dj%W%m%U%!%$%k(B $B=DCGJ}8~:BI8$H?bD>JQ0LJ}8~:BI8>e$K$*$1$kO)LL%W%m%U%!%$%k$N0lO"$NN%;6CM$N$3$H!%(B($B=PE5(B:FILTER)
Measurement of mean profile depth (MPD) MPD$BB,Dj(B $B2#$9$Y$jDq93CM$NB.EY8{G[FCD'$rI>2A$9$k$?$a$N;XI8!%(B ($B=PE5(B:ISO 13473-3)
medium wavelength energy $BCfD9GH%(%M%k%.!<(B $BCfGHD9%(%M%k%.!<$Oe$KJQ49$9$k!%%U%#%k%?$K$O%A%'%S%7%'%U(B II$B7?@~7A%G%8%?%k%P%s%I%Q%9%U%#%k%?$rMQ$$$k!%-"%U%#%k%?=hM}$7$?CM$r(B2$B>h$7%l%]!<%H4V3V(B($BDL>o(B190m)$B$4$H$K9g7W!%-#9g7WCM$K%l%]!<%H4V3V$r>h$:$k!%(B ($B=PE5(B:FILTER)
medium wavelength NBO $BCfD9GH(BNBO $BCfGHD9(BNBO$B$O!$CfGHD9%(%M%k%.!<$r5a$a!$$=$NCM$rBP?t%9%1!<%k$K$h$j(B10$BCJ3,(B(1$B$,:G$b9S$/!$(B10$B$,:G$b3j$i$+(B)$B$KJQ49$9$k$3$H$K$h$j5a$^$k!%(B ($B=PE5(B:FILTER)
megatexture $B%a%,%F%/%9%A%c(B 50mm$B$+$i(B500mm($B%;%s%?!
microtexture $B%^%$%/%m%F%/%9%A%c(B 0.5mm$BL$K~(B($B%;%s%?!
mobile, high speed $B9bB.B,Dj $Be$NB.EY$GB,Dj$G$-$k%W%m%U%#%m%a!<%?!%DL>o!$B>$N8rDL$NK8$2$K$J$i$J$$!%(B ($B=PE5(B:ISO 13473-3)
mobile, low speed $BDcB.B,Dj $Be$G$OB>$N8rDL$NK8$2$K$J$k!%(B ($B=PE5(B:ISO 13473-3)
modifier code $B@Q:\=ENLId9f(B $B$N$*$*$h$=$N@Q:\2DG==ENL$r5,Dj$9$k$?$a
MREPB MREPB $B9bB.O)LLB,Dj
MSIFT MSIFT $BO)LL>u67$N4p=`$K$D$$$FD4$Y$?%G!<%?!%(B ($B=PE5(B:HD29/94)
MSSC MSSC $B2F4|J?6Q(BSCRIM$B78?t!%(B ($B=PE5(B:HD28/04)
MTREN MTREN $B;~4V7P2a$K$h$kO)LL>u67$N0c$$$rJ,@O$7$?$b$N!%(B ($B=PE5(B:HD29/94)
NCHRP(National Cooperartive Highway Research Program) NCHRP $B%"%a%j%+A4EZ$NF;O)$N@_7W!&7W2h!&7z@_!&1?MQ!&0];}$r9T$&>e$G$N=EMW$JLdBj$K$D$$$F8&5f$9$k$?$a!$(B1962$BG/$K@_N)$5$l$?AH?%$NL>>N!%(BAASHTO$B$,%9%]%s%5!<$G$"$j!$(BFHWA$B$,6(;?$7!$(BTRB$B$,;X4x$r<9$C$F$$$k!%(B
network level analysis $B%M%C%H%o!<%/%l%Y%k2r@O(B $B%W%m%8%'%/%H$NM%@h=g0LIU$1(B,$B2A!%(B ($B=PE5(B:ASTM E 867-02)
NHI(National Highway Institute) NHI $B%"%a%j%+A4EZ$NF;O)$NIJpJs!&%j!<%@!<%7%C%W!&%G!<%?Ey$rDs6!$9$k$3$H$rL\E*$K(BFHWA$BFb$K@_N)$5$l$?AH?%L>>N!%(B
nonlinearity $BNX2Y=E7WB,%7%9%F%`$NHs@~7A@-(B $BNX2Y=E7WB,%7%9%F%`$G(B,$B
normalize $BI8=`2=(B IRI$B!$GH?t!$(BPSI$B$J$I$N;XI8$d7WB,CM$rHf3S$9$k$H$-!$BP>]$H$J$k5wN%$dD9$5$J$I$,0[$J$C$F$$$k>l9g$K4p=`C10L$"$?$j$NCM$K49;;$9$k$3$H!%(B
oil spillage $B%*%$%k$K$h$k%"%9%U%!%k%HJ^Au$NFp2=(B $B$3$\$l$?%*%$%k$dG3NAEy$K$h$C$F0z$-5/$3$5$l$k%"%9%U%!%k%HJ^AuI=LL$NNt2=$^$?$OFp2=!%(B ($B=PE5(B:ASTM E 867-02)
other amplitude-related measurements from profile curves $B%W%m%U%!%$%k6J@~$+$i$N?6I}$K4XO"$9$kB>$NB,DjAuCV(B $BJ?J}(B2$B>hJ?6QCM$r=PNO$7!$F1MM$K$R$:$_$H@mEY$r=PNO$G$-$k%W%m%U%#%m%a!<%?!%(B ($B=PE5(B:ISO 13473-3)
patch $B%Q%C%A(B $B4{@_J^Au$K8e$+$i0lItCV49$($^$?$OIU2C$5$l$?J^Au$r<($9!%(B ($B=PE5(B:ASTM E 867-02)
pavement characteristic $BJ^Au$NO)LL@->u(B $BJ^Au$N
pavement condition $BJ^Au$N>uBV(B $B$"$k;~E@$K$*$1$kJ^Au$NGKB;>uBV$NDjNLE*I=8=!%(B ($B=PE5(B:ASTM E 867-02)
pavement distress $BJ^Au$NGK2u(B $B304Q$+$iG'<1$5$l$kJ^Au$NGKB;$^$?$OGK2u!%(B ($B=PE5(B:ASTM E 867-02)
pavement macrotexture $BJ^Au$N%^%/%m%F%/%9%A%c(B $B40A4J?3jLL$+$i8+$?J^AuI=LL$NJP:9$G!$%?%$%d(B-$BJ^Au4VAj8_:nMQ$K1F6A$rM?$($J$$HO0O$NGHD9(B0.5mm$B0J>e$N?6I}!%(B ($B=PE5(B:ASTM E 867-02)
pavement management section/segment PMS$B$K$*$1$kJ^AuI>2A6h4V(B $BF10l$NJ^Au9=@.!$0];}4IM}MzNr$*$h$S>uBV$r;}$DO"B3$7$?J^Au6h4V!%(B ($B=PE5(B:ASTM E 867-02)
pavement management systems(PMS) $BJ^Au%^%M%8%a%s%H%7%9%F%`!J(BPMS) $BJ^Au$K4X$o$k8&5f!&3+H/!&@_7W!&7z@_!&0];}!&=$A6!&D4::$J$I$rE}9g$7$F$H$i$(!$:G$bM%$l$?Ej;q$NAH9g$;$r5a$a$k$?$a$N%7%9%F%`!%(B
pavement performance $BJ^Au$N6!MQ@-G=(B $BJ^Au$,$"$k4|4V$K$o$?$jL\E*$rC#$9$kG=NO!%(B ($B=PE5(B:ASTM E 867-02)
pavement texture $BO)LLAF$5(B $B%F%/%9%A%c$NHO0O$KDj5A$5$l$?GHD9HO0OFb$N??
pavement-micro texture (micro-rugosity) $BJ^Au$N%_%/%m%F%/%9%A%c(B $B??$NJ?C3$JI=LL$+$i$NJ^AuI=LL$NJP:9!%$3$NJP:9$O(B0.5mm$B0J2<$NGHD9$H?6I}$NFC@-$G7hDj$5$l$k!%>JN,5-9f$G$O(Bmitx$B$,;H$o$l$k$3$H$,$"$k!%(B ($B=PE5(B:ASTM E 867-02)
PCC(Portland Cement Concrete) PCC $B%]%k%H%i%s%I%;%a%s%H$r7k9g:`$H$7$FMQ$$$?%;%a%s%H%3%s%/%j!<%H!%(B
PDPBT PDPBT $B>.7?%@%$%J%_%C%/%W%l!<%H%Y%"%j%s%0%F%9%H!%(B ($B=PE5(B:HD30/99)
peak slip friction number $B:GBg$9$Y$jK`;$78?t(B $B$9$Y$jK`;$78?t$N:GBgCM!%(B ($B=PE5(B:ASTM E 867-02)
periodic texture $B<~4|E*%F%/%9%A%c(B $BJ}8~@-$NM-L5$K4X$o$i$:!$$"$k<~4|@-$r;}$DO)LL!%FCD'E*$J%Q%?!<%s$N7+$jJV$7$dGH7A$H$J$C$F$$$k!%(B ($B=PE5(B:ISO 13473-2)
PI $BA:@-;X?t!J(BPI) $BA:@-;X?t!%(B ($B=PE5(B:HD30/99)
pitch angle $B79 $BO)LL$N%W%m%U%!%$%k$d$N%V%l!<%-A`:n!$2CB.$J$I$K$h$C$F!$%W%m%U%!%$%i$KEk:\$7$?2CB.EY7W$N1tD><4$,D><4$H$:$l$?<4$H$N3QEY$N$3$H!%(B
point to point method $BJ}K!$r<($9%]%$%s%H(B $B;2>H%W%m%U%!%$%k$HB,Dj%W%m%U%!%$%k$H$N:9$rJ,@O$7$?$b$N!%$3$N:9$N@dBPCM$NBe$o$j$K5wN%$KBP1~$9$k:9$rMQ$$$k$h$&$J$C$F$$$k!%%W%m%U%#%m%a!<%?=PNO$,IT6Q9U$+$I$&$+$r<($9$3$H$,$G$-$k$h$&$K!$$3$NJ}K!$O$h$j$h$$2r@O$r9MN8$7$^$9!%(B ($B=PE5(B:FILTER)
polished aggregate $B$9$j8:$C$?9|:`(B $BK`;$$NFC@-$K1F6A$9$k$[$I==J,$K3j$i$+$K$9$j8:$C$F$$$kO*=P$7$?9|:`!%(B ($B=PE5(B:ASTM E 867-02)
popouts $B%]%C%W%"%&%H(B $BDL>o!$D>7B$G(B25mm$B!A(B100mm$B!$?<$5(B13mm$B!A(B50mm$B$0$i$$$NJ^AuI=LL$N>.$5$$7j!%(B ($B=PE5(B:ASTM E 867-02)
porous sur$B#f(Bace layer $BB?9& $B$+$J$j$N?t$N@\B3$7$F$$$k7j$,$"$kI=AX!%(B ($B=PE5(B:ISO 13473-2)
portland cement concrete pavement $B%]%k%H%i%s%I%;%a%s%H%3%s%/%j!<%HJ^Au(B $B%]%k%H%i%s%I%;%a%s%H%Z!<%9%H%P%$%s%@!<$^$?$O%]%k%H%i%s%I%;%a%s%H$H!$B>$N:.OB:`$H9|:`$r:.9g:`NA$rI=AX$H$9$kJ^Au!%(B ($B=PE5(B:ASTM E 867-02)
potholes $B%]%C%H%[!<%k(B $BD>7B(B100mm$B0J>e!$?<$5(B25mm$B0J>e$NJ^AuI=LL$N%\!<%k>u$N7j!%(B ($B=PE5(B:ASTM E 867-02)
power spectrum density(PSD) $B%Q%o!<%9%Z%/%H%kL)EY(B(PSD) $BO)LL%W%m%U%!%$%k$K$I$NGHD9$NGH?t$NGH$,$I$l$@$14^$^$l$F$$$k$N$+!$$=$NJ,I[$r<($7$?E}7WCM$N$3$H!%(B
PRD $B%Q!<%;%s%F!<%85qH]L)EY;n83(B $BO)HW$H4pAX$,%U%k$KDy8G$a$r2A$9$k;XI8!%(B ($B=PE5(B:HD30/99)
present serviceability $B8=:_6!MQ@-(B $BMxMQ2A$5$l$kJ^Au(B($B0lDj4|4V8rDL$K6!$7$?J^AuI=LL(B)$B$N8=:_$N>uBV!%(B ($B=PE5(B:ASTM E 867-02)
present serviceability index(PSI) $B8=:_6!MQ@-;X?t(B(PSI) AASHTO$B$,3+H/$7$?J^Au$N6!MQ@-$rI>2A$9$k$?$a$N;XI8$N0l$D$G$"$j!$=DCG1zFL!$$R$S3d$l!$$o$@$A7!$l?<$5$J$I$+$i7W;;$5$l$k!%(B
present serviceability rating(PSR) $B8=:_6!MQ@-I>DjCM(B(PSR) AASHO$BF;O);n83$K$*$$$F!$F;O)5;=Q2A$r9T$C$?I>2ACM$N$3$H!%I>2A$O!$Hs>o$KNI$$!&NI$$!&IaDL!&0-$$!&Hs>o$K0-$$$H$$$&(B5$BCJ3,I>2A!%(B
profile $B%W%m%U%!%$%k(B $BO)LL$r2>A[@~$K1h$C$F@Z$jDj$7$?$H$-$N!$$=$N@Z$j8}$N(B2$Bu$N$3$H!%(B
profile depth (PD) $B%W%m%U%!%$%k?<$5(B(PD) $B@_Dj$5$l$?4pDlD9$NCf$N:G9bE@$rDL$k?eJ?@~$HJ^Au$N%^%/%m%F%/%9%A%c%W%m%U%!%$%k$N?6I}CM$H$N:9!%(B ($B=PE5(B:ASTM E 867-02)
profile record $B%W%m%U%!%$%k%l%3!<%I(B $BG$0U$N1dD9$NO)LL9b$5!$8{G[!$2CB.EYEy$N%G!<%?5-O?!%(B ($B=PE5(B:ASTM E 867-02)
profile segment $B%W%m%U%!%$%k%;%0%a%s%H(B $B%W%m%U%!%$%k%l%3!<%I$N0lItJ,$G!$%W%m%U%!%$%k%$%s%G%C%/%9$r;;=P$G$-$k!%(B ($B=PE5(B:ASTM E 867-02)
profile spectrum $B%W%m%U%!%$%k%9%Z%/%H%k(B $B%W%m%U%!%$%k6J@~$N%Q%o!<%9%Z%/%H%kL)EY!%(B($B=PE5(B:FILTER)
profiler $B%W%m%U%!%$%i(B $BO)LL$N%W%m%U%!%$%k$rB,Dj$9$k$?$a$N5!3#!$$"$k$$$O$=$N5!3#$rEk:\$7$?B,Dj$N$3$H!%(B
profilometer $B%W%m%U%#%m%a!<%?(B $B%W%m%U%!%$%i$NJL8F>N$G!$O)LL$NJ?C3@-$rB,Dj$9$k$?$a$NAuCV(B ($B=PE5(B:ASTM E 867-02)
project level analysis $B%W%m%8%'%/%H%l%Y%kJ,@O(B $B$"$kJ^Au6h4V$NI>2AJ}K!$G!$=$A6$^$?$O0];}:n6H$N9)K!$H
proportional change in variance (PCV) $BAjBPJQ2=$NJ,;6(B (PCV) $BKDBg$J1dD9$NF;O)$K$D$$$F9=B$E*$JLdBj$NH/8+!&F|>o$NL\;kD4:::n6H$N7Z8:!&A4F;O)LVD4::$N5,3J2=$r9T$&$H$-$N=EMW$J%Q%i%a!<%?!%(B ($B=PE5(B:HD29/94)
protilometer method $B%W%m%U%#%m%a!<%?J}<0(B $BO)LL$N%W%m%U%!%$%k$rJ,@O$N$?$a$KB,Dj$9$kJ}K!!%%G!<%?$ODj5A$5$l$??t3XE*
pumping $B%]%s%T%s%0(B $B1U>u$d8GBN$NEZ:=!$$^$?$ON>J}$H$b$,%/%i%C%/$^$?$O%8%g%$%s%H$rDL$jJ^Au$N2<$+$iJ.=P$9$k$3$H!%(B ($B=PE5(B:ASTM E 867-02)
punchouts $B%Q%s%A%"%&%H(B $B>.4V3V$KH/@8$7$?%/%i%C%/(B($BDL>o(B1m$B$h$j>.$5$$(B)$B$K$h$C$F6h@Z$i$l$F$$$k%3%s%/%j!<%HHD$N7gB;ItJ,(B($B3Q7g$1ItJ,(B)$B!%(B ($B=PE5(B:ASTM E 867-02)
quarter car $B%/%)!<%?%+!<(B IRI$B$r;;=P$9$k4p=`$H$J$k2>A[!$$"$k$$$O?tCM%b%G%k$N$3$H$G!$%9%W%j%s%0!&%@%s%Q!
random texture $B%i%s%@%`%F%/%9%A%c(B $BFCJL$J<~4|@-$r<($5$J$$%F%/%9%A%c!%(B ($B=PE5(B:ISO 13473-2)
rate of roughness $B%i%U%M%9N((B $B%V%i%s%-%s%0%P%s%I$NHO0OFb$NGH$N9b$5$r2C;;$7$F$=$NAmOB$r=DCG5wN%$G=|$7$?$b$N!%(B ($B=PE5(B:ASTM E 867-02)
raveling $B%i%Y%j%s%0(B $B9|:`N3;R$NN%C&$d%"%9%U%!%k%H%P%$%s%@!<$NNt2=$K4X78$7$F$$$kJ^AuI=LL9g:`$NB;<:!%(B ($B=PE5(B:ASTM E 867-02)
RBP RBP $B2s<}%P%$%s%@$N?KF~EY!%(B ($B=PE5(B:HD30/99)
recreational vehicle RV$B $B%l%/%j%(!<%7%g%s$N$?$a$K%G%6%$%s$5$l$?!$7Z$^$?$OCfDxEY$N>fIW$5$r;}$D%7%c%7!]$H%5%9%Z%s%7%g%s$rAuHw$7$?!%(B ($B=PE5(B:ASTM E 867-02)
reference elevation $B4p=`9b$5(B $B$"$k$b$N$NAjBP9b$5$rB,Dj$9$k$H$-$N4p=`$H$J$k$b$N$N9b$5$N$3$H!%Nc$($P!$%l%Y%k$rMQ$$$??e=`B,NL$G$O!$%l%Y%k$N;k=`@~$N9b$5$,4p=`9b$5$H$J$k!%(B
reference profile $B;29M%W%m%U%!%$%k(B $B=DCG$^$?$O2#CGO)LL%W%m%U%!%$%k$r%G%8%?%k2=$7$?4v2?3XE*$J%G!<%?$N$3$H$G!$:G$b@:EY$NNI$$9bB.%W%m%U%!%$%i$+$i$NB,Dj7k2L$h$j$b@:EY$N9b$$%W%m%U%!%$%k!%(B($B=PE5(B:FILTER)
reflection cracking at joints $B%8%g%$%s%H$N%j%U%l%/%7%g%s%/%i%C%/(B $B%3%s%/%j!<%HJ^Au$N%8%g%$%s%HIt$G!$%"%9%U%!%k%HJ^Au$G%*!<%P%l%$$7$?2U=j$NI=LL$KH/@8$9$k$R$S$o$l!%(B ($B=PE5(B:ASTM E 867-02)
repeatability $BH?I|@-(B $B$"$k%W%m%U%!%$%i$rMQ$$$F$"$kB,@~$K1h$C$F7+$jJV$7O)LL%W%m%U%!%$%k$rB,Dj$7$?$H$-!$B,Dj(Bn$B2sL\$NCM$,B>$NB,Dj7k2L$HF10l$G$"$l$P!$H?I|@-$,9b$$$H8@$$!$5U$KB,Dj7k2L$,0[$J$l$P!$H?I|@-$,Dc$$$H$$$&!%(B
reproductibility $B:F8=@-(B $B4pK\@_7W$,F1$80[$J$k%W%m%U%!%$%i$G!$$"$kB,@~$NO)LL%W%m%U%!%$%k$rB,Dj$7$?$H$-!$$=$l$>$l$N%W%m%U%!%$%i$K$h$kB,Dj%W%m%U%!%$%k$NJ?6QCM$H!$8D!9$NCM$H$N:9$r:F8=@-$H$$$&!%8D!9$NCM$,J?6QCM$H6a$$>l9g$O!$:F8=@-$,9b$$$H8@$$!$5U$KJ?6QCM$H$+$1N%$l$k>l9g$O!$:F8=@-$,Dc$$$H$$$&!%(B
resolution $B2rA|EY(B $BB,Dj$K$*$$$F!$6hJL$7$FI=<($7$J$1$l$P$J$i$J$$:G$b>.$5$$JQ2=NL!%(B ($B=PE5(B:ASTM E 867-02)
response type system number (RTSN) $B1~Ez7?%7%9%F%`%J%s%P!<(B(RTSN) $B1~Ez7?%7%9%F%`$GB,Dj$5$l$?@8%G!<%?!%;HMQ$9$k%m!<%I%a!<%?$K$h$jC10L$OG$0U!%(B ($B=PE5(B:ASTM E 867-02)
response-type system $B1~Ez7?%7%9%F%`(B $BF;O)$N%i%U%M%9$rB,Dj$9$k$?$a$NB,Dj%7%9%F%`$N(B1$B$D$G!$B,Dj$N%5%9%Z%s%7%g%s$N%9%H%m!<%/$r5-O?$9$k%?%$%W!%(B
ride duality rating $B>h$j?4COIJ2A(B $B?4M}J*M}3XE*%9%1!<%k$K4p$E$-!$$"$kJ^Au6h4V$N>h?4CO%l%Y%k$K4X$9$k
ride number (RN) $B%i%$%I%J%s%P!<(B(RN) 0$B!A(B5$B$GI=$5$l$kJ^Au$N>h$j?4CO$rI=$9;X?t!%(B0$B$ODL$l$J$$$[$I0-$/!$(B5$B$O40A4$K3j$i$+$J>uBV$rI=$9!%(B ($B=PE5(B:ASTM E 867-02)
ride quality rating panel $B>h$j?4COI>DjCM$N%Q%M%i!<(B $BE}7WE*$KF;O)MxMQh$j?4CO$rI>2A$9$k$?$a$K9=@.$5$l$F$$$k!%(B ($B=PE5(B:ASTM E 867-02)
rideability $B>h$j?4CO(B $B$"$kFCDj$N2U=j$rAv9T$9$k$3$H$K$h$C$F0z$-5/$3$5$l$kIT2w$NDxEY$N
rideability index (RI) $B>h$j?4CO;X?t(B(RI) $B>h$j?4CO$NHo832A$HAj4X$E$1$i$l$?;X?t$G!$
road meter $B%m!<%I%a!<%?(B $B%i%U%M%9B,Dj$N$?$a$NAv9TCf$KJQ0L$rB,Dj$9$k5!4o(B($BNc$($P(BMays$B!$(BPCA$B!$(BSolitestCox$B$J$I(B)$B!%(B ($B=PE5(B:ASTM E 867-02)
RoadRuf RoadRuf $BO)LL%W%m%U%!%$%k$r=hM}$9$k$?$a$N%=%U%H%&%'%"!%(BWindows$B>e$GF0:n$7!$%$%s%?!<%M%C%H>e$KL5NA$G8x3+$5$l$F$$$k!%(B
rolling profilograph $B%m!<%j%s%0%W%m%U%#%m%0%i%U(B $BD>Dj5,$KB??t$NDj5,$ND9$5$K$h$C$F7WB,CM$K%U%#%k%?$,$+$+$k$3$H$K$J$k!%9qFb$G$O(B3m$B%W%m%U%!%$%i$d(B8m$B%W%m%U%!%$%i$,;H$o$l$F$$$k!%(B
roughness $B%i%U%M%9(B $B??$NJ?$i$JI=LL$+$i$NJ^AuF;O)I=LL$NJQ2=$N$3$H!%=DCG%W%m%U%!%$%k!&2#CG%W%m%U%!%$%k!&2#CG8{G[$N$h$&$Jh$j?4CO!&F02Y=E$HGS?e@_Hw$K1F6A$rM?$($k8GM-$N
roughometer $B%i%U%)%a!<%?(B $B%i%U%M%9$rB,Dj$9$k5!3#!$$"$k$$$OB,Dj$N$3$H!%(B
routine assessment $B%k!<%A%s%"%;%9%a%s%H(B $B%k!<%A%s!&%"%;%9%a%s%H$NL\E*$OJ^Au$N>uBV$,Jd=$$rMW5a$5$l$k>uBV$^$GNt2=$7$F$$$k$+7hDj$9$k;v$G$"$j!$uBV$N798~$rN)>Z=PMh$k>pJs$N%G!<%?%Y!<%9$r3NN)$9$k0Y$G$"$k!%(B ($B=PE5(B:HD30/99)
rubber reversion hydroplaning $B%4%`Fp2=%O%$%I%m%W%l!<%K%s%0(B $BC&2CN2(B($BFp2=(B)$B$7$?%4%`$K$h$C$F5/$3$5$l$kJ,N%$rH<$&6u5$%?%$%d$N%O%$%I%m%W%l!<%K%s%08=>]!%(B ($B=PE5(B:ASTM E 867-02)
rut $B$o$@$A(B $B2#CG8{G[$H=DCG%W%m%U%#%k$K$h$C$FDj5A$5$l$kJ?$i$JO)LL$KBP$9$kO"B3$7$?=DCGJ}8~$N$/$\$_!%(B ($B=PE5(B:ASTM E 867-02)
rut-depth $B$o$@$A7!$l?<$5(B $BJ^AuI=LL$HD>Dj5,$NDlLL$H$N?bD>5wN%$r7W4o$GB,Dj$7$?$H$-$N:GBgCM!%(B ($B=PE5(B:ASTM E 867-02)
scaling $B%9%1!<%j%s%0(B $B%3%s%/%j!<%HHGI=LL$NNt2=$N0l
scallops $B%9%+%i%C%W(B $BC1D4$JBS0h$NO)LL$N9bDc$r<($9JQ0L!%(B ($B=PE5(B:ASTM E 867-02)
SCRIM SCRIM $BI8=`$N(BSCRIM$BB,Dj$O(B20km/h$BL$K~$N%9%j%C%WB.EY$G9T$o$l$k!%$3$NB.EY$ODL>o$N8rDLB.EY$G%?%$%d%m%C%/$7$F%V%l!<%-$r$+$1$?$H$-$N%9%j%C%WB.EY$h$j$O$k$+$KDc$$CM$G$"$k!%(B ($B=PE5(B:HD30/99)
SCRIM Coefficient (SC) SCRIM$B78?t(B $BM-8z$J(BSCRIM$B%j!<%G%#%s%0$,F@$i$l$k(B10m$BKh$N6hJ,$K$h$j5a$^$kJd@578?t!%(B ($B=PE5(B:HD28/04)
SCRIM Reading SCRIM$B%j!<%G%#%s%0(B SCRIM$B%j!<%G%#%s%0$O!$(BSFC$B$NJ?6Q$K(B100$B$r3]$1$?@0?tCM!%(B ($B=PE5(B:HD28/04)
semitrailer $B%;%_%H%l!<%i(B $BA0It$,%H%i%C%/$^$?$OJL$N%H%l!<%i$G!$8eIt$OA0It$K$h$j%5%]!<%H$5$l$?2_J*M"Aw%H%l!<%i$N$3$H!%(B ($B=PE5(B:ASTM E 867-02)
Sensor Measured Texture Depth (SMTD) SMTD $B%^%/%m%F%/%9%A%c$NB,Dj7k2L$O(BSMTD$B$H$7$F5-O?$5$l$k!%(B ($B=PE5(B:HD29/94)
short wavelength energy $BC;GHD9%(%M%k%.!<(B $BC;GHD9%(%M%k%.!<$Oe$KJQ49!%%U%#%k%?$K$O%A%'%S%7%'%U(B II$B7?@~7A%G%8%?%k%P%s%I%Q%9%U%#%k%?$rMQ$$$k!%-"%U%#%k%?=hM}$7$?CM$r(B2$B>h$7%l%]!<%H4V3V(B($BDL>o(B190m)$B$4$H9g7W!%-#9g7WCM$K%l%]!<%H4V3V$r>h$:$k!%(B($B=PE5(B:FILTER)
short wavelength NBO $BC;GHD9(BNBO $BC;GHD9(BNBO$B$N5a$aJ}$O
shoving $B%7%c%S%s%0(B $B2?$i$+$N1tD>JQ0L$,4^$^$l$k$+$b$7$l$J$$J^AuI=LL$GFCDj$5$l$?%(%j%"$N?eJ?JQ0L!%(B ($B=PE5(B:ASTM E 867-02)
sideway-force coefficient (SFC) $B2#J}8~NO78?t(B(SFC) $B2#J}8~NO78?t(B = ($B2#J}8~$NNO(B) / ($B1tD>NO(B)$B!%(B ($B=PE5(B:HD28/04)
single axle load $BC1<4=E(B $B0l$D$N<4$KAuCe$5$l$F$$$kA4$F$N%[%$!<%k$N%?%$%d$K$h$C$FO)LL$KEA$($i$l$k2Y=E$N$3$H!%Am=ENL$N0lIt!%(B ($B=PE5(B:ASTM E 867-02)
sinusoids $B%5%$%J%=%$%I(B $B%5%$%sGH$H%3%5%$%sGH$NN>$NAv9T2CB.EY$K0MB8$7!$?6I}$J$I$,1F6A$r
skid number (friction number) $B%9%-%C%I%J%s%P(B($B%U%j%/%7%g%s%J%s%P(B) ASTM E 274$B$K=>$C$F
skid number-percent normalized gradient $B%9%-%C%I%J%s%P!]I4J,N(I8=`2=8{G[(B $BF1$8B.EY$K$*$1$kB.EY8{G[$r%9%-%C%I%J%s%P$G3d$C$?CM$K(B100$B$r>h$8$?$b$N!%I4J,N($GI8=`2=$5$l$?8{G[$O!$DL>o(BPNGv$B$G<($5$l$k!%(B ($B=PE5(B:ASTM E 867-02)
skid number-speed gradient $B%9%-%C%I%J%s%P!]B.EY8{G[(B $B%9%-%C%I%J%s%P$KBP$9$kB.EY$N79$-$K(B-1$B$r>h$8$?$b$N!%$=$N8{G[$O!$0lHL$K(BGv$B$G<($5$l$k!%(B ($B=PE5(B:ASTM E 867-02)
skid resistance $B$9$Y$jDq93CM(B $B%?%$%d$N@E;_K`;$$NDc2<$rKI$0O)LL$NG=NO!%(B ($B=PE5(B:ASTM E 867-02)
slip friction number $B$9$Y$jK`;$78?t(B $B$"$k=V4V$N1tD>2Y=E$*$h$S0LCV$K$*$1$kO)LL$N=DCGJ}8~$NK`;$NO$N;X?t$G(B100$B$r>h$8$?$b$N!%(B ($B=PE5(B:ASTM E 867-02)
slip speed $B%9%j%C%WB.EY(B $BB,DjAuCV$HF1$8B.EY$NB,Dj7B$NB,Dj
slippage cracking $BN.F0$R$S$o$l(B $BO)LL$N6IItE*$J?eJ?J}8~$N$:$l$K$h$C$FH/@8$9$k$R$S$o$l$N$3$H!%(B ($B=PE5(B:ASTM E 867-02)
slip-to-skid friction number $B2#$9$Y$jK`;$78?t(B $B%V%l!<%-!&%F%9%HCf$K%F%9%H?t$,#0$H$J$k$H$-$N%9%j%C%WK`;$?t!%(B ($B=PE5(B:ASTM E 867-02)
slope indicator $B79 $B$9$Y$jK`;$78?t$N%T!<%/;~IU6a$N3QEY$H$7$FI=8=$5$l$?$9$Y$jK`;$78?t$NJQ2=N(!%(B ($B=PE5(B:ASTM E 867-02)
smoothing $BJ?3j2=(B $B?.9f(B($B%W%m%U%!%$%k(B)$B$N;}$DITMW$J9b<~GH@.J,$d%N%$%:$r=|5n$9$k$3$H$G!$?.9f$r$J$a$i$+$K$9$k$3$H!%%m!<%Q%9%U%#%k%?$rDL$9$3$H$HF15A!%(B
smoothness $BJ?C3@-(B $BO)LL$N3j$i$+$5$r<($9;XI8!%(B
spatial domain filtering $B6u4VNN0h%U%#%k%?=hM}(B $B%W%m%U%!%$%k%G!<%?>e$GD>@\
spatial frequency $B6u4V<~GH?t(B $BGHD9$N5U?t!%(B ($B=PE5(B:ISO 13473-2)
sprung mass $B$P$M>e=ENL(B $B$P$M2<=ENL$r0z$$$?Am=ENL!%(B ($B=PE5(B:ASTM E 867-02)
standard deviation from a 10m moving average 10m$B0\F0J?6Q$+$i$NI8=`JP:9(B 10m$B4p@~D9$KBP$7$FMQ$$$i$l$k(B3m$B$N0\F0J?6Q$+$i$NI8=`JP:9!%(B ($B=PE5(B:FILTER)
Standard deviation from a 30m moving average 30m$B0\F0J?6Q$+$i$NI8=`JP:9(B 30m$B4p@~D9$KBP$7$FMQ$$$i$l$k(B3m$B$N0\F0J?6Q$+$i$NI8=`JP:9!%(B ($B=PE5(B:FILTER)
standard deviation from a 3m moving average 3m$B0\F0J?6Q$+$i$NI8=`JP:9(B 3m$B0\F0J?6Q$+$iI8=`JP:9$N5a$aJ}$Oh!%-#(B2$B>h$7$?CM$r=jDj$N4V3V(B($BDL>o(B190m)$B$4$H$KJ?6Q!%-$J?6Q$7$?CM$rJ?J}:,$GI=<(!%(B ($B=PE5(B:FILTER)
standardize $BI8=`2=(B $B%W%m%U%!%$%i$r$"$k4p=`$K9g$&$h$&$K$9$k$3$H!%(B
stationary repeatability precision $B5!4oJL:F8=@:EY(B $BB,Dj5!4o$N@:EYFC@-$O!$AuCV$,;}$D8GM-$N:F8=@-$K$h$j7hDj$5$l$k!%(B ($B=PE5(B:ASTM E 867-02)
stationary, fast $B@EE*AuCV!J9bB.!K(B $B0lB,Dj$4$H$KO)LL$K@_CV$9$k$b$N$N!$8rDL5,@)$rI,MW$H$9$k$3$H$J$/IRB.$KB,Dj!&0\F0$G$-$k%W%m%U%#%m%a!<%?$N$3$H!%B,Dj8e$K$O$9$0$K
stationary, slow $B@EE*AuCV!JDcB.!K(B $B0lB,Dj$4$H$KO)LL$K@_CV$9$kI,MW$,$"$j!$Hs>o$K$f$C$/$j:nF0$9$k$?$a$K!$B,Dj$N$?$a$K8rDL5,@)$7$J$1$l$P$$$1$J$$%?%$%W$N%W%m%U%#%m%a!<%?$N$3$H!%(B ($B=PE5(B:ISO 13473-3)
storage repetition interval $B7+$jJV$7!J%9%H%l!<%8!KH?I|4V3V(B $B2#CGJ}8~$N%W%m%$%U%!%$%k?.9f$N(B2$B$D$NO"B3$7$?5-O?$N=DCGJ}8~$N4V3V$KBP1~$9$k5wN%!%(B($B=PE5(B:FILTER)
storage sampling interval $B7+JV$7(B($B%9%H%l!<%8(B)$B%5%s%W%j%s%04V3V(B $B%G%8%?%k$G5-O?$5$l$?%W%m%U%!%$%k?.9f$N(B2$B$D$NO"B3$7$?%G!<%?%]%$%s%H$N4V3V$KBP1~$9$k5wN%!%(B ($B=PE5(B:FILTER)
stylus profilometer $B?K<0%W%m%U%#%m%a!<%?(B $BO)LL$K@\?($9$k?K$r;H$$!$5!3#E*$KJQ494o$K@\B3$5$l$?AuCV!%:G6a$O$$$/$D$+$N0[$J$C$?86M}$rMQ$$$F$$$k$+$b$7$l$J$$$,!$@~7AEE0L:97W$d@~7A2DJQ:9F0%H%i%s%9(B(LVDT)$B$,:G$b0lHLE*$KMQ$$$i$l$F$$$k!%%;%s%5$OB,DjO)LL$K1h$C$FF0$+$5$l!$5wN%$N4X?t$H$7$FO)LL$N@\?(E@$N9b$5$KHfNc$7$?EE5$E*=PNO?.9f$r5-O?$9$k!%(B ($B=PE5(B:ISO 13473-3)
sub-section $B>.%;%/%7%g%s(B $B$9$Y$F$N%F%9%H6h4V$,!$%;%/%7%g%s%i%Y%k$K$h$C$F<1JL$5$lJ,3d$5$l$?!$$h$j>.$5$$%;%/%7%g%s$N$&$A$N(B1$B$D!%5wN%$NJ?6Q!%0lO"HV9f$K$h$C$FFCDj!%(B($BNc(B: $B>.%;%/%7%g%s(BP.100.3$B$O%F%9%HIt(BP$B$N(B3$BHVL\$N(B100m$B$N>.%;%/%7%g%s(B)$B!%(B($B=PE5(B:FILTER)
superelevation $BJR8{G[(B $BF;O)$N2#CGJ}8~$K$"$k(B1$BJ}8~$K$D$1$i$l$F$$$k8{G[$N$3$H!%(B
suspension deflection $B%5%9%Z%s%7%g%s$R$:$_(B $Be$N2>A[;2>H%i%$%s4V$N?bD>$N5wN%$NJQ2=!%(B ($B=PE5(B:ASTM E 867-02)
swell $BO)LL$N$&$M$j(B $B69$$LL@Q$^$?$O$h$jD9$/4K$d$+$J$&$M$j$K$h$j@8$8$kJ^AuI=LL$N$3$V!%$3$l$i$N$&$M$j$NA}Bg$K$OO)LL$N$R$S$o$l$rH<$&!%(B ($B=PE5(B:ASTM E 867-02)
tandem-axle load $B%?%s%G%` 1m$B!A(B2.4m$B$N4V3V$N(B2$B<4$N%?%$%d$+$iJ^AuLL$KEAC#$5$l$?2Y=E$N9g7W!%Am
technical notes $B%F%/%K%+%k%N!<%H(B $B2#CGJ}8~%W%m%U%!%$%k$H;XI8$NJ,@O!&;XI8$NM}O@>e$N8&5f!&=DCGJ}8~%W%m%U%!%$%k$H;XI8$NJ,@O$r9T$C$?%G!<%?!%(B ($B=PE5(B:FILTER)
test section $B%F%9%H6h4V(B $B%3!<%I$K$h$C$F<1JL$5$l$?!$%F%9%H$,9T$J$o$l$?F;O)6h4V$+FCJL$JF;O)$N$3$H!%(B ($B=PE5(B:FILTER)
test site $Bl=j(B $B%F%9%H6h4V$,@_$1$i$l$?>l=j!%!!(B($B=PE5(B:FILTER)
texture $B%F%/%9%A%c(B $BO)LL$N$-$a$N$3$H!%$-$a$NBg$-$5$K$h$j!$%^%$%/%m%F%/%9%A%c!$%^%/%m%F%/%9%A%c$J$I$KJ,N`$5$l$k!%(B
texture Depth (TD) $B%F%/%9%A%c?<$5(B(TD) 3$Bl9g$HF1MM$J%*!<%@!<$G9M$($?>l9g$K!$(B3$B$D$NHy>.$JD:E@$r7k$s$@J?3jLL$HO)LL$H$N5wN%$N$3$H!%(B ($B=PE5(B:ISO 13473-1)
texture shape factor $B%F%/%9%A%c7A>uMW0x(B $B?6I}$HGH?t(B($BGHD9$N5U?t(B)$B%9%Z%/%H%k$+$i7hDj$5$l$k!$GHD9$X$N?6I}$NHfN($N2C=E9g7W$NJ?6Q!%(B ($B=PE5(B:ASTM E 867-02)
texture spectrum $B%F%/%9%A%c%9%Z%/%H%k(B $B0[$J$kGHD9$+6u4V<~GH?t$G%9%Z%/%H%k$N@.J,$NBg$-$5$r7hDj$9$k$?$a$K!$%G%8%?%k$^$?$O%"%J%m%0$N%U%#%k%?%j%s%05;=Q$K$h$jJ,@O$7$?$H$-$KF@$i$l$k%9%Z%/%H%k!%(B ($B=PE5(B:ISO 13473-1$B!$(B2)
texture spectrum measurement $B%F%/%9%A%c%9%Z%/%H%kB,Dj(B $B%W%m%U%!%$%k6J@~$O!$$7$P$7$P$=$N%9%Z%/%H%kNL$K$D$$$F2r@O$5$l!$%*%/%?!<%V$^$?$O(B1/3$B%*%/%?!<%V%P%s%I%F%/%9%A%c%9%Z%/%H%k$H$7$FI=$5$l$k!%(B ($B=PE5(B:ISO 13473-3)
texture wavelength $B%F%/%9%A%cGHD9(B $B6J@~$N<~4|E*$K7+$jJV$5$l$?%Q!<%H$N4V$N:G>.5wN%!%IaDL$NO)LL%W%m%U%!%$%k$K$H$C$F!$$=$N%U!<%j%($N@.J,$K$h$C$FJ,@O$5$l$?%W%m%U%!%$%k$O!$GHD9$NO"B3E*$JJ,G[$r4^$s$G$$$k!%(B ($B=PE5(B:ISO 13473-1)
The FILTER Experiment FILTER$B $B$G9T$J$o$l$?%h!<%m%C%Q$N8&5f@.2L$HAH?%$N$3$H!%(B($B=PE5(B:FILTER)
tire forces $B%?%$%d05NO(B $BF;O)$G%?%$%d$K:nMQ$9$k30It$NNO!%(B ($B=PE5(B:ASTM E 867-02)
tire longitudinal stiffness indicator $B%?%$%d$N=D9d@-;XI8(B $B;~4V$^$?$O0LCV$,(B0$BIU6a$G$N3QEY$H$7$FI=$5$l$?$9$Y$jK`;$%J%s%P$NJQ2=N(!%(B ($B=PE5(B:ASTM E 867-02)
tire-axis system $B%?%$%d<4%7%9%F%`(B $B%?%$%d<4%7%9%F%`$O%?%$%d@\?($NCf?4$r<($9!%(BX$B<4$O2<8~$-$N<4$G2<8~$-$,@5!$(BY$B<4$OO)LL$HF1$8J}8~$G<4%7%9%F%`$ND>3Q1&J}8~!%(B ($B=PE5(B:ASTM E 867-02)
tire-load $B%?%$%d2Y=E(B $B2Y=E$NC10L$GI=$5$l$kDd=ENL$N$3$H$G!$1tD>2<8~$-$N=ENO$@$1$K$h$k@E;_2Y=E$N$3$H!%(B ($B=PE5(B:ASTM E 867-02)
tire-wet pavement interaction, zone concept, $B%>!<%s%3%s%;%W%H(B $B2sE>Cf$N6u5$%?%$%d$,O)LL$X2Y=E$rEA$($k:]$N(B3$B$D$N4pACE*$J>uBV!%Hs@\?(!&ItJ,E*@\?(!&@\?(!%(B ($B=PE5(B:ASTM E 867-02)
tolerance $B5vMF8m:9(B $B??$NB,DjCM$+$i5v$5$l$kB,DjCM$NHO0O!%(B ($B=PE5(B:ASTM E 867-02)
torque (T), wheel $B%H%k%/(B $B$N<4$+$i%?%$%d$XEAC#$5$l$?30It%H%k%/!%6nF0%H%k%/$O@5$N
tractor $B8#0z $BF;O)>e$G<+Av$*$h$SB>!%(B ($B=PE5(B:ASTM E 867-02)
transducer $BJQ494o(B $B$"$kJ*M}NL$rB>$NJ*M}NL$KJQ49$9$k5!3#$N$3$H!%(B
transfer function $BEAC#4X?t(B $BB,Dj%W%m%U%!%$%k$H??$N%W%m%U%!%$%k$NBPGHD9HfN(!%(B ($B=PE5(B:FILTER)
transportable $BHFMQ@-(B $B4pK\@_7W$N0[$J$k%W%m%U%!%$%i$rMQ$$$F!$$"$kB,@~$K1h$C$FO)LL%W%m%U%!%$%k$rB,Dj$7$?$H$-$N$=$N%W%m%U%!%$%i$N@-G=$N$3$H!%Nc$($P!$$"$k4pK\@_7W$N%W%m%U%!%$%i$K$h$kB,Dj7k2L$,??$N%W%m%U%!%$%k$K6a$$$b$N$G$"$l$PHFMQ@-$O9b$/!$5U$K!$??$N%W%m%U%!%$%k$+$i$+$1N%$l$F$$$l$PHFMQ@-$ODc$$!%(B
transverse construction joint deterioration $B2#CG;\9)%8%g%$%s%H(B CRCP$B$K$*$$$F!$2#CGJ}8~$KL)Ce$7$F3+$1$i$l$?7d4V!$$^$?$O;\9)%8%g%$%s%HIU6a$KH/@8$7$F$$$kB??t$NO"B3$R$S$o$l$N$3$H!%(B ($B=PE5(B:ASTM E 867-02)
transverse cracking $B2#CG$R$S$o$l(B $BAv9TJ}8~$KBP$7$F$JJ}8~$KH/@8$9$kJ^Au$N$R$S$o$l!%(B ($B=PE5(B:ASTM E 867-02)
transverse profile $B2#CG%W%m%U%!%$%k(B $BAv9TJ}8~$KBP$7$F?bD>$JJ}8~$K$D$$$F$NO)LL7A>u!%(B ($B=PE5(B:ASTM E 867-02)
traveled surface $BO)LL(B $B9bB.F;O)!&3jAvO)!&%l!<%k$d%,%$%I%&%'%$$J$I!$?M9)$N4h>f$JI=LL!%(B ($B=PE5(B:ASTM E 867-02)
traveled surface roughness $BO)LLAF$5(B $BNO3X$d>h$j?4COIJ
triple-axle load 3$B $BAm=ENL$N0lIt$G!$
TRMM $B44@~F;O)%a%s%F%J%s%9%^%K%e%"%k(B $B44@~F;O)%a%s%F%J%s%9%^%K%e%"%k!%(B ($B=PE5(B:HD30/99)
true international roughness index $B??$N9q:]%i%U%M%9;X?t(B 0$B$K6a;w$9$k0lDj$N4V3V$r;}$C$?=DCG%W%m%U%!%$%kB,Dj$N$?$a$K7W;;$5$l$k9q:]%i%U%M%9;X?t$NCM!%(B ($B=PE5(B:ASTM E 867-02)
true profile $B??$N%W%m%U%!%$%k(B $BO)LL%W%m%U%!%$%k$rB,Dj$9$k$H$-!$%W%m%U%!%$%i$O$"$k%5%s%W%j%s%04V3V$GO)LL%W%m%U%!%$%k$rB,Dj$9$k$7!$2>$KO"B37WB,$,2DG=$G$"$C$?$H$7$F$b!$Nc$($PF1$8B,@~$r7+$jJV$77WB,$7$h$&$H$9$k>l9g$K!$8m:9$N$?$a40A4$JF10lB,@~>e$rB,Dj$9$k$N$O;veIT2DG=$G$"$j!$7WB,7k2L$OHyL/$K0[$J$k!%$3$N$h$&$K7WB,$5$l$?%W%m%U%!%$%k$KBP$7$F!$O)LL$,;}$D9b$5>pJs$r4^$s$@pJs$N$3$H$r??$N%W%m%U%!%$%k$H$$$&!%??$N%W%m%U%!%$%k$O!$8rDL2Y=E$d29EY$J$I$K$h$C$F!$>o$KJQ2=$7$F$$$k!%(B
trueness $BD4@0$N@53N$5(B $B=EBg$J6JN($d2#CG8{G[!$Cx$7$$=DCG8{G[$NITB-$NEY9g$$!%(B ($B=PE5(B:ASTM E 867-02)
ultrasonic profilometer $BD62;GH<0%W%m%U%#%m%a!<%?(B $BD62;GH$N2;$N%S!<%`$,J^Au$XAw?.$5$l!$$=$l$+$iH?H
ultrasonic system $BD62;GH%7%9%F%`(B $BO)LL%W%m%U%!%$%k$r7WB,$9$k$N$K!$D62;GH$rMxMQ$7$F$$$k%W%m%U%!%$%i$N$3$H!%(B
unevenness $B1zFL(B 0.5m$B!A(B50m$B$NGHD9HO0O$NCf$N??$NJ?3jO)LL$+$iJ^AuLL$NJP:9!%(B ($B=PE5(B:FILTER)
unit $B%f%K%C%H(B $B<+F0
utility trailer $B%f!<%F%#%j%F%#!<%H%l!<%i(B $B%U%k%H%l!<%i$N$3$H$G!$DL>o$O>hMQ.7?%H%i%C%/$K$h$j>.7?$r8#0z$9$k7A!%(B ($B=PE5(B:ASTM E 867-02)
VCS $BL\;kD4::(B $BL\;kD4::!%(B ($B=PE5(B:HD30/99)
vehicle classification $BJ,N`K!(B $B
vehicle dynamics $B$N1?F0(B $B$N2#MI$l!$>e2$NF0$-A4BN$N$3$H!%(B
vehicle roll $B$N%m!<%j%s%0(B $B$N2#MI$l$N$3$H!%(B
vertical load (Fz) $B1tD>2Y=E(B(Fz) $B%?%$%d$HO)LL$N4V$K:nMQ$9$k1tD>2<8~$-$NNO$N@.J,!%(B ($B=PE5(B:ASTM E 867-02)
vertical load (load) $B1tD>2Y=E(B (load) $B
vertical resolution $B1tD>2rA|EY(B $B9b$5$r8!=P$9$k$3$H$,$G$-$k:G>.CM$N$3$H!%(B ($B=PE5(B:FILTER)
viscous hydroplaning $BG4Ce@-%O%$%I%m%W%l!<%K%s%0(B $B6u5$%?%$%d$N%O%$%I%m%W%l!<%K%s%08=>]$N$3$H$G!$Gv$$N.F0@-GvKl$K$h$C$F0z$-5/$3$5$l$?J,N%8=>]!%
volumetric patch method $BMF@Q%Q%C%AB,DjJ}K!(B $BJ?6Q%F%/%9%A%c?<$5$NB,DjJ}K!!%0lDjNL$N$-$a$N:Y$+$$:`NA$r%4%`%Q%C%I$K$h$C$FO)LL$K1_>u$K9-$2$F$=$ND>7B$NJ?6Q$rB,Dj$7!$:`NA$NMF@Q$rB,Dj$7$?1_$NLL@Q$G3d$k$3$H$K$h$jAX$NJ?6Q?<$5!$$D$^$jJ?6Q%F%/%9%A%c?<$5(B(MTD)$B$,5a$^$k!%(B ($B=PE5(B:ISO 13473-1,2)
water depth-nominal $B8x>N?e?<(B $B?e$N8x>N8|$5$N$3$H$G!$?e$NBN@Q$rG($l$?J^AuO)LL$NLL@Q$G3d$C$?$b$N!%(B ($B=PE5(B:ASTM E 867-02)
water depth-positive $B $BO)LL1zFL$ND:E@It$r4p=`$H$7$?$H$-$NJ?LL$+$i?eLL$^$G$N5wN%!%(B ($B=PE5(B:ASTM E 867-02)
wave number $BGH?t(B $BC10LD9$5$K4^$^$l$kGH$N?t$N$3$H!%6u4V<~GH?t$H$b8F$P$l$k!%GHD9$N5U?t!%(B ($B=PE5(B:ASTM E 867-02)
$B#w(Bavebands $B<~GH?tBS(B FILTER$B%W%m%8%'%/%H$G$O!$MxMQ
wavelength $BGHD9(B 1$B$D$NGH$ND9$5$N$3$H!%GH?t$N5U?t!%%W%m%U%!%$%k6J@~$N7+$jJV$5$l$?%Q!<%H4V$N:G>.5wN%!%(B ($B=PE5(B:FILTER)
weigh $B7WNL(B $B7WNLAuCV!$<42Y=E7WNLAuCV!$7HBSMQ<42Y=E7WNLAuCV$"$k$$$Oe$N%?%$%d2Y=E$rB,Dj$9$k$3$H!%(B ($B=PE5(B:ASTM E 867-02)
weigh-in-motion $BAv9T=ENL7WB,%7%9%F%`(B $BAv9TCf$N$K$D$$$F!$Am=ENL$^$?$O3F$l$rJ#9g$7$?=ENL$rB,Dj$9$k%7%9%F%`!%F0$$$F$$$k%?%$%d2Y=E$rB,Dj!&J,@O$7$F5a$a$k!%(B ($B=PE5(B:ASTM E 867-02)
weight $B=ENL(B $B<+M3Mn2<$N6IItE*$J2CB.EY$r3]$1$?K\BN$N2<8~$-$X$N30ItNO!%(B ($B=PE5(B:ASTM E 867-02)
wheel force transducer system $B $BNO$rEE5$E*$J?.9f$KJQ49$9$k%7%9%F%`$G!$JQ494o$d?.9fD4@a5!G=$d>C5n!$A}I}!$5-O?!$%b%K%?%j%s%0J}K!$N5!G=$r;}$C$?$b$N!%(B ($B=PE5(B:ASTM E 867-02)
wheel load $B $B
wheel track $BAv9T50@W(B $B$NDL9T$K$h$jO)LL$K$G$-$?@~>u$N%?%$%d$N@W!%(B ($B=PE5(B:ASTM E 867-02)
WIM system WIM$B%7%9%F%`(B $BAv9T$7$F$$$k%/%i%9!&$K4X$9$kB>$N%Q%i%a!<%?$rI>2A$7!$%G!<%?$r=hM}!&I=<(!&5-21!&EAC#$9$k%7%9%F%`!%$3$N%7%9%F%`$O9bB.F;O)>e$N$N$_$rBP>]$K$7$F$$$k!%(B ($B=PE5(B:ASTM E 867-02)
%Skid $B%9%j%C%W;v8NN((B $B%9%j%C%W;v8NN((B=($B%9%j%C%W;v8N7o?t(B/$BA4;v8N7o?t(B)$B!_(B100 ($B=PE5(B:HD28/04)
%Wet $B%&%'%C%HO)LL;v8NN((B $B%&%'%C%HO)LL;v8NN((B=($B%&%'%C%HO)LL$K5/0x$9$k;v8N7o?t(B/$BA4;v8N7o?t(B)$B!_(B100 ($B=PE5(B:HD28/04)
%Wet skid $B%&%'%C%HO)LL;~%9%j%C%W;v8NN((B $B%&%'%C%HO)LL;~%9%j%C%W;v8NN((B=($B%&%'%C%HO)LL;~$K%9%j%C%W$K$h$k;v8N$N7o?t(B/$B%&%'%C%HO)LL$K5/0x$9$k;v8N7o?t(B)$B!_(B100 ($B=PE5(B:HD28/04)
10m Variance 10m$B%P%j%"%s%9(B 3m$B%P%j%"%s%9$N4p@~D9$r(B10m$B$KJQ$($?$b$N!%(B ($B=PE5(B:FILTER)
30m Variance 30m$B%P%j%"%s%9(B 3m$B%P%j%"%s%9$N4p@~D9$r(B30m$B$KJQ$($?$b$N!%(B ($B=PE5(B:FILTER)
3m Variance 3m$B%P%j%"%s%9(B 3m$B%P%j%"%s%9$N5a$aJ}$Oh!%-#(B2$B>h$7$?CM$r=jDj$N4V3V$4$H$KJ?6Q!%(B ($B=PE5(B:FILTER)