PI CorrelatesWithStrength &DensityHigher LL→ HigherOMC(Clays)A-LineDefinesClay/SiltBelow A-Line →SiltBehaviorHigh PIClays →VolumeChange RiskHigh PIClays →CompactionChallengeLL<40,PI<10 →GoodSubgradeHigher LL →HigherCompressibilityTwo SoilsSame LL →Higher PIMore DuctilePI ≈ 0 →NonplasticSoilHigh PI →Swelling/CompressibilityHigh PI →LowShrinkageLimitLL>70,PI>35 →ExpansiveClayNaturalMC > PL→ PlasticStateClays →Higher OMC,Sands →LowerMoistureContentTest →Oven DryAbove A-Line →ClayBehaviorLow PISilts →MoistureSensitive☕ FreeSpace –Lab BreakGDOT810.2 →Full LabSuiteHigh PI →FlatterCompactionCurveCBR Test→SubgradeStrengthLow PI →Lean,MorePermeableHigh PI →Low CBR(Clays)ProctorTest →OMC &MDDPI CorrelatesWithStrength &DensityHigher LL→ HigherOMC(Clays)A-LineDefinesClay/SiltBelow A-Line →SiltBehaviorHigh PIClays →VolumeChange RiskHigh PIClays →CompactionChallengeLL<40,PI<10 →GoodSubgradeHigher LL →HigherCompressibilityTwo SoilsSame LL →Higher PIMore DuctilePI ≈ 0 →NonplasticSoilHigh PI →Swelling/CompressibilityHigh PI →LowShrinkageLimitLL>70,PI>35 →ExpansiveClayNaturalMC > PL→ PlasticStateClays →Higher OMC,Sands →LowerMoistureContentTest →Oven DryAbove A-Line →ClayBehaviorLow PISilts →MoistureSensitive☕ FreeSpace –Lab BreakGDOT810.2 →Full LabSuiteHigh PI →FlatterCompactionCurveCBR Test→SubgradeStrengthLow PI →Lean,MorePermeableHigh PI →Low CBR(Clays)ProctorTest →OMC &MDD

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