AIRPORT PLANNING MANUAL 2 TIRES H38x13−18 AT 9.14 kg/cm (130 psi) 40000 WEIGHT ON MAIN 16000 30000 LANDING GEAR 32300 (71209) 14000 kg (lb) 12000 34008 (74975) 10000 20000 29328 (64657) 27062 (59661) 8000 19388 (42743) 6000 10000 4 5 6 7 8 910 20 30 40 50 60 70 8090 10 20 30 40 50 100 EQUIVALENT SINGLE WHEEL LOAD − (lb)FLEXIBLE PAVEMENT THICKNESS − h (cm) 100 LCN − LOAD CLASSIFICATION NUMBER EQUIVALENT SINGLE WHEEL LOAD − (kg) 2 3 4 5 6 7 8 910 20 30 FLEXIBLE PAVEMENT THICKNESS − h (in.) NOTES: EQUIVALENT SINGLE WHEEL LOADS ARE DERIVED BY METHODS SHOWN IN ICAO AERODROME MANUAL. PART 2, PAR. 4.1.3 EM170APM070012A.DGN Flexible Pavement Requirements - LCN Method Figure 7.7 EFFECTIVITY: EMBRAER170LRORSUORSE Section 7 ACFTMODEL Page 7-10 Jul 01/05 w-apm1346