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I, <br />CHART 1: HAUL -ROAD STABILIZATION DESIGN CURVES CHART 2: HAUL -ROAD STABILIZATION DESIGN CURVES <br />37 FOR 6,000-1.6 WHEEL LOAD 37 FOR 10,000 -LB WHEEL LOAD <br />35� Contact Pressure 35 Contact Pressure <br />50 to 80 psi X 50 to 80 psi <br />251 <br />20 <br />15 <br />10 <br />3 <br />Conventional Design <br />Without Woven Geotextile <br />a Conventional Design <br />Without Woven Geotextile <br />� 25 <br />Intrusion Zone <br />m 2 <br />g° 15NMirafiHP370 <br />Mirafi 600X <br />12310 <br />0Omissions <br />1 2 SIN Strength. (C), psi 5 ti 1 2 Shea5 6 <br />Shear Strength. (C), psi <br />ore <br />LL <br />i i i i i <br />10 2D 30 40 50 SO 10 2D 30 40 50 00 <br />Cane Index, psi Cone Index, psi <br />025 06fl QTS 1D0 125 1.50 oa8 OSD 0.75 110 1.25 1S0 <br />CBR CBR <br />gubgrade Strength Subgrade Strength <br />CHART 3: HAUL -ROAD STABILIZATION DESIGN CURVES SRT 4: HAUL -ROAD STABILIZATION DESIGN CURVES <br />37 FOR 18,000-1.0 WHEEL LOAD 37 FOR 20,000 -LB WHEEL LOAD <br />35 Contact Pressure 35 Contact Pressure <br />50 to 80 psi 50 to 80 psi <br />30 Conventional Design 30Conventional Design <br />a Without Woven Geotextile : Without Woven <br />Geotextile <br />Intrusion Zone <br />Mirafi <br />Mirafl <br />1 2 3 4 5 6 <br />Sher Strength, (C). psi <br />10 2D 30 40 5o so <br />Cons Index, psi <br />028 0.50 0.75 1.00 1.25 1sn <br />CBR <br />des <br />25 <br />20 <br />i 15. <br />10 <br />5 <br />Intrusion <br />Mirafi <br />-1 2 3 4 5 6 <br />Shear Strength. (C), Psi <br />L <br />, <br />10 20 30 40 50 60 <br />Cone Index, psi <br />am o.50 075 1.00 1.25 150 <br />CBR <br />de S <br />Section 2.05.3(3) Page 28 April 2017 (MR -104) <br />