☕ FreeSpace –Lab BreakLL>70,PI>35 →ExpansiveClayHigh PI →LowShrinkageLimitClays →Higher OMC,Sands →LowerHigh PI →Low CBR(Clays)Below A-Line →SiltBehaviorProctorTest →OMC &MDDLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeableHigh PIClays →CompactionChallengeMoistureContentTest →Oven DryHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthLL<40,PI<10 →GoodSubgradeA-LineDefinesClay/SiltGDOT810.2 →Full LabSuiteNaturalMC > PL→ PlasticStatePI CorrelatesWithStrength &DensityHigher LL→ HigherOMC(Clays)Two SoilsSame LL →Higher PIMore DuctileAbove A-Line →ClayBehaviorHigh PI →FlatterCompactionCurveHigh PIClays →VolumeChange RiskHigher LL →HigherCompressibilityPI ≈ 0 →NonplasticSoil☕ FreeSpace –Lab BreakLL>70,PI>35 →ExpansiveClayHigh PI →LowShrinkageLimitClays →Higher OMC,Sands →LowerHigh PI →Low CBR(Clays)Below A-Line →SiltBehaviorProctorTest →OMC &MDDLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeableHigh PIClays →CompactionChallengeMoistureContentTest →Oven DryHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthLL<40,PI<10 →GoodSubgradeA-LineDefinesClay/SiltGDOT810.2 →Full LabSuiteNaturalMC > PL→ PlasticStatePI CorrelatesWithStrength &DensityHigher LL→ HigherOMC(Clays)Two SoilsSame LL →Higher PIMore DuctileAbove A-Line →ClayBehaviorHigh PI →FlatterCompactionCurveHigh PIClays →VolumeChange RiskHigher LL →HigherCompressibilityPI ≈ 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. ☕ Free Space – Lab Break
  2. LL>70, PI>35 → Expansive Clay
  3. High PI → Low Shrinkage Limit
  4. Clays → Higher OMC, Sands → Lower
  5. High PI → Low CBR (Clays)
  6. Below A-Line → Silt Behavior
  7. Proctor Test → OMC & MDD
  8. Low PI Silts → Moisture Sensitive
  9. Low PI → Lean, More Permeable
  10. High PI Clays → Compaction Challenge
  11. Moisture Content Test → Oven Dry
  12. High PI → Swelling/Compressibility
  13. CBR Test → Subgrade Strength
  14. LL<40, PI<10 → Good Subgrade
  15. A-Line Defines Clay/Silt
  16. GDOT 810.2 → Full Lab Suite
  17. Natural MC > PL → Plastic State
  18. PI Correlates With Strength & Density
  19. Higher LL → Higher OMC (Clays)
  20. Two Soils Same LL → Higher PI More Ductile
  21. Above A-Line → Clay Behavior
  22. High PI → Flatter Compaction Curve
  23. High PI Clays → Volume Change Risk
  24. Higher LL → Higher Compressibility
  25. PI ≈ 0 → Nonplastic Soil