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Geological Landscape Section Summary 2024 <br />Layer Depth (inches)Soil Texture AASHTO Group Unified Soil Description SaturatedHydraulicConductivity micro m/sec <br />Soil Reaction pH <br />5 160-200 Coarse sand construction (Procedure M 145-73 in Am. Assoc. of State Highway and Transportation Officials, 1984. <br />classification of soil material designed for general construction purposes. It is dependent on the particle size distribution of the <75 mm, the liquid limit, and the plasticity index and on whether the soil material is high in organic matter (ASTM test D 2487, in ASTM, 1984). <br />42.34-705 7.4-8.4 <br />SOIL MAP ID 18 SSURGO <br />USDA Soil Name Sandberg,Series <br />USDA Soil Texture Loamy coarse sand <br />Hydrologic Soil Group A <br />Soil Drainage Class Excessively drained <br />Hydric Classification 0 <br />Corrosion Potential - Uncoated Steel Low <br />Layer Depth (inches)Soil Texture AASHTO Group Unified Soil Description SaturatedHydraulicConductivity micro m/sec <br />Soil Reaction pH <br />1 0-15 Loamy coarse sand Reference: This is a classification of soil material for highway and airfield construction (Procedure M 145-73 in Am. Assoc. of State Highway and Transportation Officials, 1984. <br />Reference: This is a classification of soil material designed for general construction purposes. It is dependent on the particle size distribution of the <75 mm, the liquid limit, and the plasticity index and on whether the soil material is high in organic matter (ASTM test D 2487, in ASTM, 1984). <br />14.11-141.14 5.1-7.8 <br />2 15-25 Loamy sand Reference: This is a classification of soil material for highway and airfield construction (Procedure M 145-73 in Am. Assoc. of State Highway and Transportation Officials, 1984. <br />Reference: This is a classification of soil material designed for general construction purposes. It is dependent on the particle size distribution of the <75 mm, the liquid limit, and the plasticity index and on whether the soil material is high in organic matter (ASTM test D 2487, in ASTM, 1984). <br />14.11-141.14 5.1-7.8 <br />Page 499 of 890