Two SoilsSame LL →Higher PIMore Ductile☕ FreeSpace –Lab BreakLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeableA-LineDefinesClay/SiltLL<40,PI<10 →GoodSubgradeNaturalMC > PL→ PlasticStateHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)PI ≈ 0 →NonplasticSoilProctorTest →OMC &MDDLL>70,PI>35 →ExpansiveClayGDOT810.2 →Full LabSuiteHigh PI →LowShrinkageLimitBelow A-Line →SiltBehaviorAbove A-Line →ClayBehaviorHigh PI →Swelling/CompressibilityHigh PIClays →CompactionChallengeHigh PIClays →VolumeChange RiskHigh PI →FlatterCompactionCurveCBR Test→SubgradeStrengthHigher LL→ HigherOMC(Clays)PI CorrelatesWithStrength &DensityMoistureContentTest →Oven DryClays →Higher OMC,Sands →LowerTwo SoilsSame LL →Higher PIMore Ductile☕ FreeSpace –Lab BreakLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeableA-LineDefinesClay/SiltLL<40,PI<10 →GoodSubgradeNaturalMC > PL→ PlasticStateHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)PI ≈ 0 →NonplasticSoilProctorTest →OMC &MDDLL>70,PI>35 →ExpansiveClayGDOT810.2 →Full LabSuiteHigh PI →LowShrinkageLimitBelow A-Line →SiltBehaviorAbove A-Line →ClayBehaviorHigh PI →Swelling/CompressibilityHigh PIClays →CompactionChallengeHigh PIClays →VolumeChange RiskHigh PI →FlatterCompactionCurveCBR Test→SubgradeStrengthHigher LL→ HigherOMC(Clays)PI CorrelatesWithStrength &DensityMoistureContentTest →Oven DryClays →Higher OMC,Sands →Lower

Moisture in the soil - it is - Call List

(Print) Use this randomly generated list as your call list when playing the game. There is no need to say the BINGO column name. Place some kind of mark (like an X, a checkmark, a dot, tally mark, etc) on each cell as you announce it, to keep track. You can also cut out each item, place them in a bag and pull words from the bag.


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  1. Two Soils Same LL → Higher PI More Ductile
  2. ☕ Free Space – Lab Break
  3. Low PI Silts → Moisture Sensitive
  4. Low PI → Lean, More Permeable
  5. A-Line Defines Clay/Silt
  6. LL<40, PI<10 → Good Subgrade
  7. Natural MC > PL → Plastic State
  8. Higher LL → Higher Compressibility
  9. High PI → Low CBR (Clays)
  10. PI ≈ 0 → Nonplastic Soil
  11. Proctor Test → OMC & MDD
  12. LL>70, PI>35 → Expansive Clay
  13. GDOT 810.2 → Full Lab Suite
  14. High PI → Low Shrinkage Limit
  15. Below A-Line → Silt Behavior
  16. Above A-Line → Clay Behavior
  17. High PI → Swelling/Compressibility
  18. High PI Clays → Compaction Challenge
  19. High PI Clays → Volume Change Risk
  20. High PI → Flatter Compaction Curve
  21. CBR Test → Subgrade Strength
  22. Higher LL → Higher OMC (Clays)
  23. PI Correlates With Strength & Density
  24. Moisture Content Test → Oven Dry
  25. Clays → Higher OMC, Sands → Lower