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<br /> - AIRPORT PAVEMENT DESIGN - Of) rr \ <br /> ,- -... ':"1:.{O:~i1T \ <br /> : ',i':': i:: -," . <br /> Texas San Ma-rcos "".,~. s Municipal <br /> t'R~JECT NUMBER SPONSOR OES:GN ENGINEER <br /> City Of San Marcos Carter &: Burgess /Raba-Kist:!.e <br /> I <br /> PROJECT DESCRIPTlON Rehabilitation of existing concrete apron including joint cleaning and <br /> resealing, replacement of failed slabs, crack repairs, spall -repairs and thin bonded co~cr te <br /> overlay of slabs where possible ånd appropriate. Existing concrete is SOyrs old and ëa~ . <br /> , a~éomodate up to a 30 ,000 pound aircraft. <br /> GROSS ALLOWABLE AIRCRAFT WEIGHT (KIPS) <br /> . (~.! ccnl~ur.tl( n Of .,IC1'.1t tyQ<!) <br /> SIN = WHEEL DUAL WHEEL DUAL TANOE.M 8-747 L 1011 DC-1Q- <br /> DESIGN CRITERIA <br /> DESIGN AIC - EOUIY. DEPARTURES CaR K GROSS A/C WT. USC FLEX. S1 RENGTH C, cr C, F <br /> (Kips) <br /> TYPICAL SECTIONS <br /> {$/'IoW .f1d n"m~r e.cl'l ccur~el <br /> NONCRITICAL AREAS CRITICAL AREAS <br /> - <br /> , <br /> : <br /> ~ <br /> ( <br /> . <br /> ! . <br /> i <br /> . <br /> - . <br /> - ' . '. <br /> : <br /> - <br /> , <br /> . . <br /> DESIGN DETAILS .. <br /> . . -THICKNESS OF PAVEMENT, <br /> SPEC1F!CA T:Oi~ <br /> NO. COURSE NONCRITICAL T AXIWA Y NONCRITICAL APRON <br /> RUNWAY RUNWAY T A 'f.IW A Y <br /> <br /> . <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> ;:e. ~ <br /> j <br />