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Table 5. Estimated Engineering Properties for Soil Types Identified in the <br /> Proposed Nucla Mine Expansion Area, Montrose County, Colorado, 1979. <br /> hkipl,nng Depths Percent Passing CMSSiFICATIGN Liquid Plasti- Perme- Available Ccn},ac- Shrink Corrosivity <br /> Unit Inches No.10 No.40 No.200 USDA UNIFIED AASIIG Limit city ability water tion Swell Salinity piI Steel Concrete <br /> Sieve Index capacity <br /> 5810(1) 0-6 100 80-90 35-55 SCL SC A-6 30-40 mod.pl. mod. .14-.18 G-F mod little 7.7 low low <br /> or none <br /> 6-10 100 80-90 35-55 SCL SC A-6 30-40 mod.pl. mod. .14-.18 G-F mod little 7.8 low low <br /> or none <br /> 10-18 100 80-90 35-55 SCL SC A-6 30-40 nod.pl. mod. .14-.18 G-F mod little 7.9 low low <br /> or none <br /> (2) 0-6 100 80-90 35-55 SCL SC A-2-6 30-40 mod.pl. mod. .14-.18 G-F nod little 7.5 low low <br /> or none <br /> 6-12 100 60-70 30--40 SL SC A-2-4 20-30 low mod. .11-.13 F-G low little 7.4 low low <br /> or none <br /> 12-36 100 60-70 30-40 SL SM SC A-2-4 20-30 low mod. .11-.13 F-G low little 7.6 low low <br /> or none <br /> 9904 (4) 0-4 100 85-95 40-60 SCL SC A-6-7 40-50 plastic mod.slow .15-.19 F-G mod 7.8 .low low <br /> 4-40 85 70-80 30-45 SCL SC A-6 30-40 mod.pl. mod. Jao--.18 G-F trod low 7.7 low low <br /> stony <br /> 9904 (5) 0-4 100 85-95 40-60 SCL SC A-6-7 40-50 plastic mud.slow .15-.19 F-G imd little 7.1 low low <br /> 4-10 100 85-95 40-60 SCL SC A-6 30-40 mod.pl. mod. .14-.18 G-F mod little 7.5 low low <br /> 10-40 85 70-80 35-50 SCL SC A-6 30-40 nod.pl. mod .14-.18 G-F mod little 7.7 low low <br /> _ stony <br /> (est.) (est.) (est.) (est.) <br /> 1/ See Appendix C Glossary of terms and key to abbreviations used in text and tables. <br /> N <br /> W <br />