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As the pavement section prematurely fails the client will need to replace the <br />pavement. <br />MATERIAL <br />Section Thickness <br />Car Parking Areas <br />Section Thickness <br />Truck and Roadway <br />Areas <br />Bituminous Wear (Type 41) <br />1 yz" <br />2 y=" <br />Bituminous Base (Type 31) <br />1 %z" <br />1 ' /z" <br />Class 5 Aggregate Base (MnDOT 3138) <br />8" <br />8" <br />Geo- fabric reinforcement* <br />Yes <br />Yes <br />Installed as per manufactures recommendation. <br />Design (3) <br />The client could surcharge the parking lot and driveways by placing fill, <br />height of fill to be determined by maximum truck loads anticipated to be driven on <br />this site, for 3 months which allows the subsoils to settle then proceed as per <br />Design (2) above. <br />As the pavement section prematurely fails the client will need to replace the <br />pavement. <br />MATERIAL <br />Section Thickness <br />Car Parking Areas <br />Section Thickness <br />Truck and Roadway <br />Areas <br />Bituminous Wear (Type 41) <br />1 1" <br />2 %z" <br />Bituminous Base (Type 31) <br />1 ' /z" <br />1 '/z" <br />Class 5 Aggregate Base (MnDOT 3138) <br />8" <br />8" <br />Geo- fabric reinforcement. <br />Yes <br />Yes <br />*Installed as per manufactures recommendation. <br />Parking lots and driveways should have clearance from maximum anticipated groundwater <br />levels. This groundwater clearance, as practical, should be three feet or more from known <br />groundwater level. <br />- 1 5 - <br />8 <br />