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3/27/14
1
CE 563 Airport Design
References: AC 150/5320-‐6E
Aircraft with weights less than 30,000lbs No distinction made for critical and non-‐critical areas
For aircraft weights less than 12,500lbs State DOT aphalt mixtures may be used
9/30/2009
AC
150/5320-6E!
!!!
!
FIGURE 5-1. TYPICAL SECTIONS FOR PAVEMENTS SERVING LIGHT AIRPLANES
"# !
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Subbase is typically required Can be eliminated if subgrade CBR is 20 or greater
For very light aircraft loading Check loads from rescue, firefighting, and fueling vehicles
Minimum HMA surface thickness, 2 in. Minimum base course thickness, 3 in. Stabilized base and subbase may be used
Reduced thickness as shown in table
Material Equivalency Factor P-‐301, Soil-‐cement base 1.0-‐1.5 P-‐304, Cement treated base 1.6-‐2.3 P-‐306, Econocrete subbase 1.6-‐2.3 P-‐401, Plant mix bituminous 1.7-‐2.3
Required data Subgrade CBR or modulus (E) values Aircraft mixture Gross weights for all aircraft Annual departures for all aircraft
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Airplane Name Gross Weight, lbs
Annual Departures
Citation-‐V 16,500 480 Super KingAir-‐300 14,100 1,000
Beech Jet-‐400 15,500 60 Learjet 35A/65 18,000 300 KingAir-‐B-‐100 11,500 1,200
AC 150/5320-6E 9/30/2009!!
d. Example.!"#!$%!&'$()*&!+,!-.&!/#&!+,!0""1023456!$##/(&!$!)$7&(&%-!8#!-+!9&!:%&:!,+<!-.&!,+**+=8%;!(8'!+,!$8<)*$%&#>!
"8<)*$%&!?$(&! @<+##!A&8;.-6!*9#!B-+%%&#C! "%%/$*!5&)$<-/<&#!D8-$-8+%EF! GH6IJJ!BKLIC! MNJ!O/)&<!P8%;!"8<EQJJ!! GM6GJJ!BHLMC! G6JJJ!R&&S.!T&-EMJJ! GI6IJJ!BKLJC! HJ!4&$<U&-!QI"VHI! GN6JJJ!BNLWC! QJJ!P8%;"8<XREGJJ! GG6IJJ!BILWC! G6WJJ!
"*#+!$##/(&!-.$-!-.&!#/9;<$:&!DR1!Y!IL!Z.&!)$7&(&%-!=8**!9&!:%&:!$##/(8%;!$%![\"!#/<,$S&!*$]&<!+,!W!8%S.&#!BIG!((CL!08;/<&!IEW!#.+=#!-.&!$8<)*$%&!(8'!&%-&<&:!8%-+!-.&!0""102345!"8<)*$%&!A8%:+=L!!
!FIGURE 5-2. FAARFIELD AIRPLANE WINDOW – LIGHT LOAD PAVEMENT DESIGN
",-&<!#&--8%;!-.&![\"!-.8S^%&##!-+!W!8%S.!-.&!#/9;<$:&!DR1!-+!I6!-.&!9$#&!*$]&<!($-&<8$*!-+!_EWJ`!D<";!$%:!-.&!#/99$#&!*$]&<!($-&<8$*!-+!_EGIM!a%D<";6!S*8S^!b5%!O-</S-/<&cL!!
"#!#.+=%!8%!,8;/<&!IEQ6!-.&!#&S-8+%!$#!:%&:!9]!0""102345!S+%#8#-#!+,!-.&!W!8%!BIG!((C!+,![\"!#/<,$S8%;6!+%!QLHK!8%!B`M!((C!+,!_EWJ`!9$#&6!$%:!KLMH!8%!BGN`!((C!+,!_EGIM!#/99$#&L!O8%S&!:8,,8S/*-8&#!8%!S+()$S-8%;!$!9$#&!S+/<#&!+,!*&##!-.$%!M!8%S.&#!BGJW!((C!($]!9&!$%-8S8)$-&:6!-.&!_EWJ`!*$]&<!=8**!9&!8%S<&$#&:!-+!M!8%!BGJW!((CL!!1&E</%%8%;!-.&!0""102345!:%!=8-.!-.&!M!8%!BGJW!((C!_EWJ`!*$]&<!B$%:!:8#$9*8%;!-.&!$/-+($-8S!9$#&!:%!+)-8+%C!<&#/*-#!8%!$!:%&:!#/99$#&!-.8S^%&##!+,!KLJK!8%!BGNJ!((CL!Z.&!,8%$*!-.8S^%&##!:%!S+%#8#-#!+,!W!8%!BIG!((C!_EMJG![\"!#/<,$S&6!M!8%!BGJW!((C!_EWJ`!9$#&6!$%:!K!8%!BGKN!((C!_EGIM!#/99$#&L!
e. Omission of Hot Mix Asphalt Surfacing.!a%:&<!S&<-$8%!S+%:8-8+%#6!8-!($]!9&!:<$9*&!-+!/-8*8d&!$!98-/(8%+/#!#/<,$S&!-<&$-(&%-!+%!$!)<&)$<&:!9$#&!S+/<#&!8%!*8&/!+,!.+-!(8'!$#).$*-L!2%!#/S.!8%#-$%S!-.&!#-<&%;-.!+,!-.&!)$7&(&%-!8#!,/<%8#.&:!9]!-.&!9$#&6!#/99$#&6!$%:!#/9;<$:&L!"::8-8+%$*!9$#&!S+/<#&!-.8S^%&##!=8**!9&!%&S&##$<]!-+!($^&!
KM!
9/30/2009 AC 150/5320-6E!!
!
"#!$%&!'()!*+,,+-.!,"&$/0)!0%"&,)1!233+'+%-/4!5/,)!,(%"43!5)!#&%6+3)3!/'!/!&/'+%!%$!718!'%!719!+-0(),!:;<!'%!=7!**>!%$!
5/,)!$%&!)/0(!7!+-0(!:8?1=!**>!%$!,"&$/0+-.1!
f. Full-Depth Asphalt Pavements.!@/6)*)-',!'%!,)&6)!4+.('!/+/-),!*/A!5)!0%-,'&"0')3!%$!$"44B3)#'(!/,#(/4'!",+-.!'()!0&+')&+/!,#)0+$+)3!+-!#/&/.&/#(!;7C1!D()!2,#(/4'!E-,'+'"')!(/,!#"54+,()3!."+3/-0)!%-!'()!3),+.-!%$!$"44!
3)#'(!/,#(/4'!#/6)*)-',!$%&!4+.('!/+/-),!+-!E-$%&*/'+%-!F)&+),!G%1!7?=H!I"44!J)#'(!2,#(/4'!@/6)*)-',!$%&!K)-)&/4!
26+/'+%-1!L,)!%$!'()!2,#(/4'!E-,'+'"')!*)'(%3!%$!3),+.-!$%&!$"44B3)#'(!/,#(/4'!#/6)*)-',!&)M"+&),!/##&%6/4!%-!/!0/,)B5AB
0/,)!5/,+,1!
g. Local Materials. F+-0)!'()!5/,)!/-3!,"55/,)!0%"&,)!*/')&+/4,!3+,0",,)3!+-!N(/#')&!;!/&)!*%&)!'(/-!/3)M"/')!$%&!4+.('!/+/-),H!$"44!0%-,+3)&/'+%-!,(%"43!5)!.+6)-!'%!'()!",)!%$!4%0/44A!/6/+4/54)H!4),,B)O#)-,+6)!*/')&+/4,1!
D(),)!4%0/44A!/6/+4/54)!*/')&+/4,!*/A!5)!)-'+&)4A!,/'+,$/0'%&A!$%&!4+.('B4%/3!#/6)*)-',1!D(),)!*/')&+/4,!*/A!+-04"3)!
4%0/44A!/6/+4/54)!.&/-"4/&!*/')&+/4,H!,%+4!/..&)./')!*+O'"&),H!%&!,%+4,!,'/5+4+P)3!Q+'(!@%&'4/-3!0)*)-'H!5+'"*+-%",!
*/')&+/4,H!%&!4+*)1!D()!3),+.-)&!+,!0/"'+%-)3H!(%Q)6)&H!+$!'()!"4'+*/')!3),+.-!%$!'()!#/6)*)-'!+,!.&)/')&!'(/-!;<H<<<!
#%"-3,!:7;!9<C!R.>H!(+.()&!M"/4+'A!*/')&+/4,!,(%"43!5)!,#)0+$+)3!/'!'()!%"',)'1!
!
FIGURE 5-3. CALCULATION OF SUBBASE LAYER THICKNESS
505. RIGID PAVEMENT MATERIALS.!S+.+3!#/6)*)-',!$%&!4+.('!/+/-),!/&)!0%*#%,)3!%$!@%&'4/-3!0)*)-'!0%-0&)')!,"&$/0+-.H!,"55/,)H!/-3!#&)#/&)3!,"5.&/3)1!D()!$"-0'+%-,!%$!'(),)!4/A)&,!/-3!/##4+0/54)!,#)0+$+0/'+%-,!/&)!
3+,0",,)3!5)4%QT!!
a. Portland Cement Concrete.!F#)0+$+0/'+%-,!0%-0)&-+-.!'()!M"/4+'A!/-3!#4/0)*)-'!%$!@%&'4/-3!0)*)-'!0%-0&)')!,(%"43!5)!+-!/00%&3/-0)!Q+'(!E')*!@B?<7H!@%&'4/-3!N)*)-'!N%-0&)')!@/6)*)-'1!U%0/4!,'/')!(+.(Q/A!
,#)0+$+0/'+%-,!$%&!#/6+-.!M"/4+'A!0%-0&)')!*/A!5)!,"5,'+'"')3!$%&!E')*!@B?<7!+$!3),+&)31!!
b. Subbase.!S+.+3!#/6)*)-',!3),+.-)3!'%!,)&6)!/+/-),!Q)+.(+-.!5)'Q))-!78H?<<!#%"-3,!:?!9V<!R.>!/-3!;<H<<<!#%"-3,!:7;!9<C!R.>!Q+44!&)M"+&)!/!*+-+*"*!,"55/,)!'(+0R-),,!%$!=!+-0(),!:7<8!**>!)O0)#'!/,!,(%Q-!+-!
'/54)!;BW!%$!N(/#')&!;1!G%!,"55/,)!+,!&)M"+&)3!$%&!3),+.-,!+-')-3)3!'%!,)&6)!/+/-),!Q)+.(+-.!78H?<<!#%"-3,!:?!9V<!
R.>!%&!4),,H!)O0)#'!Q()-!,%+4!'A#),!XUH!YZH!NZH!%&!XZ!/&)!)-0%"-')&)31![()-!'()!/5%6)!,%+4!'A#),!/&)!#&),)-'H!/!
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3/27/14
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Minimum subbase thickness of 4 in. No subbase is required for pavements intended to serve aircraft weighing 12,500 lbs or less, unless particularly poor soils are encountered
Required data No design is needed for rigid pavements used in light-‐duty applications
Design aircraft weight less than 12,500 lbs Slab thickness of 5 in., 6 in. if dowels joints are used
Design aircraft weight greater than 12,500 lbs, but less than or equal to 30,000 lbs Slab thickness of 6 in.
3/27/14
5
Longitudinal Maximum joint spacing of 12.5 ft
Transverse Maximum joint spacing of 15 ft
See Paragraph 506 for additional information
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
3/27/14
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9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
9/30/2009 AC 150/5320-6E!!!
! FIGURE 5-4. JOINTING TYPES FOR LIGHT-LOAD RIGID PAVEMENT
""!
3/27/14
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Should be used for areas where traffic moves onto or off the pavement
Thickened edge should be 1.25 the slab thickness Should taper to the slab thickness over a distance of 3 ft
Odd-‐shaped slabs Slabs that are not rectangular Rectangular slabs with width-‐to-‐length ratios that exceed 1.25
Odd-‐shaped slabs should be reinforced with 0.05% steel in both directions
Used only for non-‐jet aircraft, weights of 12,500 lbs or less
Aggregate is added to the soil to provide stability to the surface
Enough aggregate for stability with enough soil to grow grass
Minimum CBR=20 recommended for aggregate-‐soil layers
3/27/14
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Required data Subgrade CBR or modulus (E) values Aircraft mixture Gross weights for all aircraft Annual departures for all aircraft
9/30/2009 AC 150/5320-6E!!!507. AGGREGATE TURF. "##$%#&'%(')$*!+,**%$-!*$./!0.$/&1!')$*!,0!'2&'!'2%!-'&3,1,'4!.*!'2%!)0+%$14,0#!-.,1!,-!,05$%&-%+!34!'2%!&++,',.0!.*!#$&0)1&$!/&'%$,&1-!6$,.$!'.!%-'&31,-2/%0'!.*!'2%!')$*7!82%!.39%5',:%!.*!'2,-!'46%!.*!5.0-'$)5',.0!,-!'.!6$.:,+%!&!1&0+,0#!&$%&!'2&'!;,11!0.'!-.*'%0!&66$%5,&314!+)$,0#!;%'!;%&'2%$!&0+!4%'!2&-!-)**,5,%0'!-.,1!'.!6$./.'%!'2%!#$.;'2!.*!#$&--7!"##$%#&'%(')$*!-2.)1+!3%!5.0-,+%$%+!.014!*.$!&$%&-!+%-,#0%+!'.!-%$:%!0.0!9%'!&,$61&0%-!2&:,0#!#$.--!;%,#2'-!.*!<=>?@@!6.)0+-!A?!BC@!D#E!.$!1%--7!
a. Materials7 F.0-'$)5',.0!+%'&,1-!&0+!/&'%$,&1!$%G),$%/%0'-!&$%!5.:%$%+!,0!H'%/!I(=<C>!"##$%#&'%(8)$*!I&:%/%0'7!846,5&114>!&##$%#&'%(')$*!5.0-'$)5',.0!;,11!5.0-,-'!.*!&!-.,1!-%%+3%+!1&4%$!A-.,1!.$!-.,1J&##$%#&'%!5./3,0&',.0E!.:%$!&0!&##$%#&'%!-'&3,1,K%+!3&-%!5.)$-%7!82%!&##$%#&'%!-'&3,1,K%+!3&-%!5.)$-%!5.0-,-'-!.*!-.,1!-'&3,1,K%+!5$)-2%+!-'.0%>!-.,1(-'&3,1,K%+!#$&:%1!.$!-.,1(-'&3,1,K%+!-&0+!5.0*.$/,0#!'.!'2%!$%G),$%/%0'-!.*!I(=<C7!
b. Thickness. 82%!'2,5D0%--!'.!3%!-'&3,1,K%+!;,'2!'2%!#$&0)1&$!/&'%$,&1-!:&$,%-!;,'2!'2%!'46%!.*!-.,1!&0+!'2%!+$&,0&#%!&0+!51,/&',5!5.0+,',.0-7!82%!/,0,/)/!'2,5D0%--!.*!&##$%#&'%!-'&3,1,K%+!-.,1!5&0!3%!5./6)'%+!*$./!L""MLHNOP!)-,0#!'2%!FQM!.*!'2%!-)3#$&+%>!&-!-2.;0!,0!'2%!*.11.;,0#!%R&/61%7!82%!/,0,/)/!'2,5D0%--!.*!'2%!-.,1!-%%+3%+!,-!0.'!+%'%$/,0%+!34!-'$)5')$&1!5.0-,+%$&',.0->!3)'!,-!'2%!'2,5D0%--!$%G),$%+!'.!-)66.$'!'2%!#$.;'2!.*!#$&--7!!
c. Example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
!FIGURE 5-8. DESIGN EXAMPLE FOR AGGREGATE TURF PAVEMENT.
508. OVERLAYS.!Z:%$1&4-!.*!6&:%/%0'-!,0'%0+%+!'.!-%$:%!1,#2'!&,$61&0%-!&$%!+%-,#0%+!,0!'2%!-&/%!/&00%$!&-!.:%$1&4-!*.$!2%&:4!&,$61&0%-7!
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