High PIClays →VolumeChange RiskHigh PI →FlatterCompactionCurveHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityA-LineDefinesClay/SiltGDOT810.2 →Full LabSuiteAbove A-Line →ClayBehaviorPI CorrelatesWithStrength &Density☕ FreeSpace –Lab BreakMoistureContentTest →Oven DryHigh PIClays →CompactionChallengeHigh PI →LowShrinkageLimitBelow A-Line →SiltBehaviorLow PISilts →MoistureSensitiveHigh PI →Low CBR(Clays)Two SoilsSame LL →Higher PIMore DuctilePI ≈ 0 →NonplasticSoilProctorTest →OMC &MDDClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigher LL →HigherCompressibilityNaturalMC > PL→ PlasticStateLL<40,PI<10 →GoodSubgradeLL>70,PI>35 →ExpansiveClayCBR Test→SubgradeStrengthHigh PIClays →VolumeChange RiskHigh PI →FlatterCompactionCurveHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityA-LineDefinesClay/SiltGDOT810.2 →Full LabSuiteAbove A-Line →ClayBehaviorPI CorrelatesWithStrength &Density☕ FreeSpace –Lab BreakMoistureContentTest →Oven DryHigh PIClays →CompactionChallengeHigh PI →LowShrinkageLimitBelow A-Line →SiltBehaviorLow PISilts →MoistureSensitiveHigh PI →Low CBR(Clays)Two SoilsSame LL →Higher PIMore DuctilePI ≈ 0 →NonplasticSoilProctorTest →OMC &MDDClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigher LL →HigherCompressibilityNaturalMC > PL→ PlasticStateLL<40,PI<10 →GoodSubgradeLL>70,PI>35 →ExpansiveClayCBR Test→SubgradeStrength

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