Soil Survey of Coosa County, Alabama
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| | loam, loam | | | | | | | | | | | | | | | | | | | | | | Rock Outcrop----| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | MaB2: | | | | | | | | | | | | Madison---------| 0-4 |Fine sandy loam |ML, SM |A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-8 | 4-10 |Loam, sandy clay loam, |CL |A-4, A-6 | 0 | 0 |90-100|85-100|70-95 |50-80 |20-40 | 7-20 | | clay loam | | | | | | | | | | | 10-23 |Clay, clay loam, sandy |SC, MH |A-7 | 0 | 0 |90-100|85-100|75-100|40-85 |25-75 |12-35 | | clay | | | | | | | | | | | 23-28 |Clay loam, sandy clay |CL, SC, CL- |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | ML, SC-SM | | | | | | | | | | 28-40 |Clay loam, sandy clay |CL-ML, SC, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC-SM, CL | | | | | | | | | | 40-80 |Fine sandy loam, sandy |ML, SM, CL-ML|A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-7 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | 280 Soil Sur v e y Table 16.—Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | Classification | Fragments | Percentage passing | | _________________________________________ Map symbol | Depth | USDA texture | | | | | sieve number-- |Liquid| Plas- ___________________________ and soil name | | | | | >10 | 3-10 | | | | |limit |ticity | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index ______________________________________________________________________________________________________________________________________ | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | Rion------------| 0-5 |Gravelly sandy loam, |ML, SM, SC-SM|A-2, A-4, A-5| 0-10 | 0-10 |75-95 |65-80 |60-75 |30-52 |25-61 |NP-7 | | gravelly loamy sand | | | | | | | | | | | 5-16 |Sandy clay loam, clay |SC-SM, CL, SC|A-2, A-6 | 0-1 | 0-1 |90-100|77-100|59-94 |29-55 |27-44 |12-25 | | loam, sandy loam | | | | | | | | | | | 16-32 |Sandy clay loam, clay |SC-SM, SC, CL|A-2, A-6 | 0-1 | 0-1 |90-100|77-100|59-94 |29-55 |27-44 |12-25 | | loam, sandy loam | | | | | | | | | | | 32-39 |Clay loam, sandy clay |ML, CL, SC, |A-4, A-6 | 0 | 0 |75-100|75-100|68-95 |38-81 |21-40 | 3-17 | | loam | SM | | | | | | | | | | 39-80 |Sandy loam, fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | MaD2: | | | | | | | | | | | | Madison---------| 0-4 |Fine sandy loam |ML, SM |A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-8 | 4-10 |Loam, sandy clay loam, |CL |A-4, A-6 | 0 | 0 |90-100|85-100|70-95 |50-80 |20-40 | 7-20 | | clay loam | | | | | | | | | | | 10-23 |Clay, clay loam, sandy |SC, MH |A-7 | 0 | 0 |90-100|85-100|75-100|40-85 |25-75 |12-35 | | clay | | | | | | | | | | | 23-28 |Clay loam, sandy clay |SC-SM, SC, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | CL-ML, CL | | | | | | | | | | 28-40 |Clay loam, sandy clay |CL-ML, CL, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC-SM, SC | | | | | | | | | | 40-80 |Fine sandy loam, sandy |SM, ML, CL-ML|A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-7 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | MdE2: | | | | | | | | | | | | Madison---------| 0-4 |Fine sandy loam |SM, ML |A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-8 | 4-10 |Loam, sandy clay loam, |CL |A-4, A-6 | 0 | 0 |90-100|85-100|70-95 |50-80 |20-40 | 7-20 | | clay loam | | | | | | | | | | | 10-23 |Clay, clay loam, sandy |SC, MH |A-7 | 0 | 0 |90-100|85-100|75-100|40-85 |25-75 |12-35 | | clay | | | | | | | | | | | 23-28 |Clay loam, sandy clay |SC-SM, SC, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | CL, CL-ML | | | | | | | | | | 28-40 |Clay loam, sandy clay |SC, CL-ML, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC-SM, CL | | | | | | | | | | 40-80 |Fine sandy loam, sandy |SM, ML, CL-ML|A-2, A-4 | 0 | 0 |85-100|80-100|60-90 |26-55 | 0-35 |NP-7 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | Coosa County , Alabama 281 Table 16.—Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | Classification | Fragments | Percentage passing | | _________________________________________ Map symbol | Depth | USDA texture | | | | | sieve number-- |Liquid| Plas- ___________________________ and soil name | | | | | >10 | 3-10 | | | | |limit |ticity | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index ______________________________________________________________________________________________________________________________________ | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | Louisa----------| 0-3 |Sandy loam, fine sandy |SM, SC-SM |A-2, A-4 | 0 | 0 |84-100|80-100|67-90 |26-42 |15-30 |NP-7 | | loam, loam | | | | | | | | | | | 3-10 |Clay loam, sandy clay |CL, SC |A-6, A-2, A-4| 0 | 0 |70-95 |60-90 |50-90 |20-70 |20-44 | 6-25 | | loam, loam, gravelly | | | | | | | | | | | | clay loam | | | | | | | | | | | 10-17 |Clay loam, sandy clay |CL, SC |A-6, A-2, A-4| 0 | 0 |70-95 |60-90 |50-90 |20-70 |20-44 | 6-25 | | loam, loam, gravelly | | | | | | | | | | | | clay loam | | | | | | | | | | | 17-80 |Bedrock | | | 0 | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | MxD2: | | | | | | | | | | | | Mecklenburg-----| 0-4 |Gravelly loam, loam |SM |A-4 | 0 | 0 |85-100|70-100|30-85 |15-55 |25-49 | 5-10 | 4-15 |Clay |CH, MH |A-7 | 0 | 0 |90-100|85-100|80-100|75-95 |51-75 |20-43 | 15-25 |Clay |CH, MH |A-7 | 0 | 0 |90-100|85-100|80-100|75-95 |51-75 |20-43 | 25-33 |Loam, sandy clay loam, |CL |A-7, A-4, A-6| 0 | 0 |90-100|85-100|80-100|50-80 |25-49 | 8-25 | | clay loam | | | | | | | | | | | 33-60 |Loam, sandy clay loam, |CL |A-7, A-4, A-6| 0 | 0 |90-100|85-100|80-100|50-80 |25-49 | 8-25 | | clay loam | | | | | | | | | | | 60-80 |Loam, sandy clay loam, |CL |A-7, A-4, A-6| 0 | 0 |90-100|85-100|80-100|50-80 |25-49 | 8-25 | | clay loam | | | | | | | | | | | | | | | | | | | | | | PaC2: | | | | | | | | | | | | Pacolet---------| 0-4 |Gravelly sandy loam |SM |A-2, A-4 | 0 | 0 |85-100|70-100|30-85 |20-40 | 0-30 |NP-3 | 4-9 |Clay loam, sandy clay |CL, SC-SM, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC, CL-ML | | | | | | | | | | 9-25 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 25-36 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 36-56 |Sandy loam, fine sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | 56-80 |Sandy loam, fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | 282 Soil Sur v e y Table 16.—Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | Classification | Fragments | Percentage passing | | _________________________________________ Map symbol | Depth | USDA texture | | | | | sieve number-- |Liquid| Plas- ___________________________ and soil name | | | | | >10 | 3-10 | | | | |limit |ticity | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index ______________________________________________________________________________________________________________________________________ | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | PrD2: | | | | | | | | | | | | Pacolet---------| 0-4 |Gravelly sandy loam |SM |A-2, A-4 | 0 | 0 |85-100|70-100|30-85 |20-40 | 0-30 |NP-3 | 4-9 |Clay loam, sandy clay |CL, SC-SM, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC, CL-ML | | | | | | | | | | 9-25 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 25-36 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 36-56 |Sandy loam, fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | 56-80 |Sandy loam, fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | Rion------------| 0-5 |Gravelly sandy loam, |SC-SM, SM, ML|A-2, A-4, A-5| 0-10 | 0-10 |75-95 |65-80 |60-75 |30-52 |25-61 |NP-7 | | gravelly loamy sand | | | | | | | | | | | 5-16 |Sandy clay loam, clay |SC-SM, SC, CL|A-2, A-6 | 0-1 | 0-1 |90-100|77-100|59-94 |29-55 |27-44 |12-25 | | loam, sandy loam | | | | | | | | | | | 16-32 |Sandy clay loam, clay |CL, SC-SM, SC|A-2, A-6 | 0-1 | 0-1 |90-100|77-100|59-94 |29-55 |27-44 |12-25 | | loam, sandy loam | | | | | | | | | | | 32-39 |Clay loam, sandy clay |CL, ML, SC, |A-4, A-6 | 0 | 0 |75-100|75-100|68-95 |38-81 |21-40 | 3-17 | | loam | SM | | | | | | | | | | 39-80 |Sandy loam, fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | PrE2: | | | | | | | | | | | | Pacolet---------| 0-4 |Gravelly sandy loam |SM |A-2, A-4 | 0 | 0 |85-100|70-100|30-85 |20-40 | 0-30 |NP-3 | 4-9 |Clay loam, sandy clay |CL, CL-ML, |A-2, A-4, A-6| 0 | 0 |80-100|70-100|60-80 |30-60 |20-35 | 5-15 | | loam, sandy loam | SC-SM, SC | | | | | | | | | | 9-25 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 25-36 |Sandy clay, clay loam, |MH |A-6, A-7 | 0 | 0 |80-100|80-100|60-95 |51-75 |38-65 |11-30 | | clay | | | | | | | | | | | 36-56 |Sandy loam, fine sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | 56-80 |Sandy loam, fine sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|70-100|60-80 |30-50 | 0-28 |NP-6 | | loam, loam | | | | | | | | | | | | | | | | | | | | | | Coosa County , Alabama 283 Table 16.—Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | Classification | Fragments | Percentage passing | | _________________________________________ Map symbol | Depth | USDA texture | | | | | sieve number-- |Liquid| Plas- ___________________________ and soil name | | | | | >10 | 3-10 | | | | |limit |ticity | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index ______________________________________________________________________________________________________________________________________ | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | Rion------------| 0-5 |Gravelly sandy loam, |ML, SC-SM, SM|A-2, A-4, A-5| 0-10 | 0-10 |75-95 |65-80 |60-75 |30-52 |25-61 |NP-7 | | gravelly loamy sand | | | | | | | | | | Download 4.87 Kb. 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