High PI →Low CBR(Clays)ProctorTest →OMC &MDDNaturalMC > PL→ PlasticStateHigh PI →LowShrinkageLimitPI CorrelatesWithStrength &DensityHigh PI →FlatterCompactionCurveA-LineDefinesClay/SiltCBR Test→SubgradeStrengthLL>70,PI>35 →ExpansiveClayHigher LL→ HigherOMC(Clays)PI ≈ 0 →NonplasticSoilMoistureContentTest →Oven DryLL<40,PI<10 →GoodSubgradeHigh PIClays →VolumeChange RiskHigher LL →HigherCompressibilityAbove A-Line →ClayBehaviorGDOT810.2 →Full LabSuiteBelow A-Line →SiltBehaviorHigh PIClays →CompactionChallengeLow PI →Lean,MorePermeable☕ FreeSpace –Lab BreakClays →Higher OMC,Sands →LowerHigh PI →Swelling/CompressibilityTwo SoilsSame LL →Higher PIMore DuctileLow PISilts →MoistureSensitiveHigh PI →Low CBR(Clays)ProctorTest →OMC &MDDNaturalMC > PL→ PlasticStateHigh PI →LowShrinkageLimitPI CorrelatesWithStrength &DensityHigh PI →FlatterCompactionCurveA-LineDefinesClay/SiltCBR Test→SubgradeStrengthLL>70,PI>35 →ExpansiveClayHigher LL→ HigherOMC(Clays)PI ≈ 0 →NonplasticSoilMoistureContentTest →Oven DryLL<40,PI<10 →GoodSubgradeHigh PIClays →VolumeChange RiskHigher LL →HigherCompressibilityAbove A-Line →ClayBehaviorGDOT810.2 →Full LabSuiteBelow A-Line →SiltBehaviorHigh PIClays →CompactionChallengeLow PI →Lean,MorePermeable☕ FreeSpace –Lab BreakClays →Higher OMC,Sands →LowerHigh PI →Swelling/CompressibilityTwo SoilsSame LL →Higher PIMore DuctileLow PISilts →MoistureSensitive

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