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MAX. DESIGN TIRE CONTACT DISIGN CURVE FIGURE RECOMMENDED MINIMUM THICKNESS OF PAVEMENT AND BASE (In.)
AIRCRAFT TAKE OFF LOAD PRESS AREA TO BE USED 80 CBR BASE 100 CBR BASE
WT. Kips WT. Kips P.S.I. SQ.In. EMERG. MIN. FULL PAVEMENT BASE PAVEMENT BASE

BOMBER EMERG. MIN. FULL EMERG. MIN. FULL EMERG. MIN. FULL EMERG. MIN. FULL
HC-130H 175 83.8 115 364 5-13 5-14 5-15 2 2.5 3 6 6 6 1.5 2 2 6 6 6
C-131E 60.5 29.5 90 163 5-10 5-11 5-12 DST DST 1.5 6 6 6 DST DST DST 6 6 6

C-133B 300.0 145 98 370 5-22 5-23 5-24 2.5 3 3.5 6 6 6 1.5 2 2.5 6 6 6
C-135A 277.5 132.0 143 230 5-22 5-23 5-24 2 2.5 3 6 6 6 2 2 2 6 6 6
KC-135A 300.8 141.9 155 230 5-22 5-23 5-24 2 3 3.5 2 2 2.5
C-140A 40.5 17.5 265 43 5-7 5-8 5-9 2 2 2.5 6 6 6 2 2 2 6 6 6

C-141A 316.6 149.5 180 208 5-22 5-23 5-24 2.5 3 3.5 6 6 6 2 2 2.5 6 6 6
C-142A 43.7 17.9 45 200 5-4 5-5 5-6 DST DST 2 6 6 6 DST DST 2 6 6 6
FIGHTER 6 6 6 2 2 2 6 6 6
F-86H 24.3 11.4 180 63 5-7 5-8 5-9 2 2 2 6 6 6 2 2 2 6 6 6
F-89J 47.7 19.3 225 86 5-7 5-8 5-9 2 2 2.5 6 6 6 2 2 2 6 6 6

F-100C 35.6 16.4 265 62.0 5-7 5-8 5-9 2 2 2.5 6 6 6 2 2 2 6 6 6
F-100F 37.8 16.9 270 63 5-7 5-8 5-9 2 2 2.5 6 6 6 2 2 2 6 6 6
F-101A 51 22.7 290 78 5-7 5-8 5-7 2 2 3 6 6 6 2 2 2 6 6 6

F-102A 31.3 14.1 225 63.0 5-7 5-8 5-9 2 2.5 2 6 6 6 2 2 2.5 6 6 6
F-104A 24.8 11.3 247 46 5-7 5-8 5-9 2 2 2 6 6 6 2 2 2 6 6 6