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3/27/14 1 CE 563 Airport Design References: AC 150/53206E Aircraft with weights less than 30,000lbs No distinction made for critical and noncritical areas For aircraft weights less than 12,500lbs State DOT aphalt mixtures may be used

11A. Light Aircraft Pavement Design - College of Engineering

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Page 1: 11A. Light Aircraft Pavement Design - College of Engineering

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

"# !

Page 2: 11A. Light Aircraft Pavement Design - College of Engineering

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2

  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  

Page 3: 11A. Light Aircraft Pavement Design - College of Engineering

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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'!+,!$8<)*$%&#>!

"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.&!)$7&(&%-!=8**!9&!:&#8;%&:!$##/(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.&#6!-.&!#/9;<$:&!DR1!-+!I6!-.&!9$#&!*$]&<!($-&<8$*!-+!_EWJ`!D<";!$%:!-.&!#/99$#&!*$]&<!($-&<8$*!-+!_EGIM!a%D<";6!S*8S^!b5&#8;%!O-</S-/<&cL!!

"#!#.+=%!8%!,8;/<&!IEQ6!-.&!#&S-8+%!$#!:&#8;%&:!9]!0""102345!S+%#8#-#!+,!-.&!W!8%!BIG!((C!+,![\"!#/<,$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;%!=8-.!-.&!M!8%!BGJW!((C!_EWJ`!*$]&<!B$%:!:8#$9*8%;!-.&!$/-+($-8S!9$#&!:&#8;%!+)-8+%C!<&#/*-#!8%!$!:&#8;%&:!#/99$#&!-.8S^%&##!+,!KLJK!8%!BGNJ!((CL!Z.&!,8%$*!-.8S^%&##!:&#8;%!S+%#8#-#!+,!W!8%!BIG!((C!_EMJG![\"!#/<,$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&!:&#8<$9*&!-+!/-8*8d&!$!98-/(8%+/#!#/<,$S&!-<&$-(&%-!+%!$!)<&)$<&:!9$#&!S+/<#&!8%!*8&/!+,!.+-!(8'!$#).$*-L!2%!#/S.!8%#-$%S&#6!-.&!#-<&%;-.!+,!-.&!)$7&(&%-!8#!,/<%8#.&:!9]!-.&!9$#&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+.('!/+&#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)*)-',!$%&!4+.('!/+&#4/-),!+-!E-$%&*/'+%-!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"/')!$%&!4+.('!/+&#4/-),H!$"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)*)-',!$%&!4+.('!/+&#4/-),!/&)!0%*#%,)3!%$!@%&'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)!/+&#4/-),!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)!/+&#4/-),!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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  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.  

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  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

""!

Page 6: 11A. Light Aircraft Pavement Design - College of Engineering

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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

""!

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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  

Page 8: 11A. Light Aircraft Pavement Design - College of Engineering

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8

  Required  data    Subgrade  CBR  or  modulus  (E)  values    Aircraft  mixture    Gross  weights  for  all  aircraft    Annual  departures  for  all  aircraft  

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

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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