PI CorrelatesWithStrength &DensityA-LineDefinesClay/SiltLow PISilts →MoistureSensitiveLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigh PIClays →VolumeChange RiskMoistureContentTest →Oven DryTwo SoilsSame LL →Higher PIMore DuctileGDOT810.2 →Full LabSuiteLow PI →Lean,MorePermeable☕ FreeSpace –Lab BreakHigh PI →Swelling/CompressibilityHigher LL →HigherCompressibilityHigher LL→ HigherOMC(Clays)CBR Test→SubgradeStrengthAbove A-Line →ClayBehaviorBelow A-Line →SiltBehaviorLL<40,PI<10 →GoodSubgradeHigh PI →LowShrinkageLimitNaturalMC > PL→ PlasticStateHigh PI →Low CBR(Clays)ProctorTest →OMC &MDDHigh PI →FlatterCompactionCurveClays →Higher OMC,Sands →LowerPI ≈ 0 →NonplasticSoilPI CorrelatesWithStrength &DensityA-LineDefinesClay/SiltLow PISilts →MoistureSensitiveLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigh PIClays →VolumeChange RiskMoistureContentTest →Oven DryTwo SoilsSame LL →Higher PIMore DuctileGDOT810.2 →Full LabSuiteLow PI →Lean,MorePermeable☕ FreeSpace –Lab BreakHigh PI →Swelling/CompressibilityHigher LL →HigherCompressibilityHigher LL→ HigherOMC(Clays)CBR Test→SubgradeStrengthAbove A-Line →ClayBehaviorBelow A-Line →SiltBehaviorLL<40,PI<10 →GoodSubgradeHigh PI →LowShrinkageLimitNaturalMC > PL→ PlasticStateHigh PI →Low CBR(Clays)ProctorTest →OMC &MDDHigh PI →FlatterCompactionCurveClays →Higher OMC,Sands →LowerPI ≈ 0 →NonplasticSoil

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