ProctorTest →OMC &MDDAbove A-Line →ClayBehaviorLL>70,PI>35 →ExpansiveClayBelow A-Line →SiltBehaviorHigh PI →LowShrinkageLimitHigh PIClays →CompactionChallengeNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskA-LineDefinesClay/SiltHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthClays →Higher OMC,Sands →LowerLL<40,PI<10 →GoodSubgrade☕ FreeSpace –Lab BreakLow PI →Lean,MorePermeableTwo SoilsSame LL →Higher PIMore DuctileHigh PI →Low CBR(Clays)Low PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityHigher LL→ HigherOMC(Clays)GDOT810.2 →Full LabSuiteMoistureContentTest →Oven DryHigh PI →FlatterCompactionCurvePI ≈ 0 →NonplasticSoilProctorTest →OMC &MDDAbove A-Line →ClayBehaviorLL>70,PI>35 →ExpansiveClayBelow A-Line →SiltBehaviorHigh PI →LowShrinkageLimitHigh PIClays →CompactionChallengeNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskA-LineDefinesClay/SiltHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthClays →Higher OMC,Sands →LowerLL<40,PI<10 →GoodSubgrade☕ FreeSpace –Lab BreakLow PI →Lean,MorePermeableTwo SoilsSame LL →Higher PIMore DuctileHigh PI →Low CBR(Clays)Low PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityHigher LL→ HigherOMC(Clays)GDOT810.2 →Full LabSuiteMoistureContentTest →Oven DryHigh PI →FlatterCompactionCurvePI ≈ 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. Proctor Test → OMC & MDD
  2. Above A-Line → Clay Behavior
  3. LL>70, PI>35 → Expansive Clay
  4. Below A-Line → Silt Behavior
  5. High PI → Low Shrinkage Limit
  6. High PI Clays → Compaction Challenge
  7. Natural MC > PL → Plastic State
  8. High PI Clays → Volume Change Risk
  9. A-Line Defines Clay/Silt
  10. High PI → Swelling/Compressibility
  11. CBR Test → Subgrade Strength
  12. Clays → Higher OMC, Sands → Lower
  13. LL<40, PI<10 → Good Subgrade
  14. ☕ Free Space – Lab Break
  15. Low PI → Lean, More Permeable
  16. Two Soils Same LL → Higher PI More Ductile
  17. High PI → Low CBR (Clays)
  18. Low PI Silts → Moisture Sensitive
  19. PI Correlates With Strength & Density
  20. Higher LL → Higher Compressibility
  21. Higher LL → Higher OMC (Clays)
  22. GDOT 810.2 → Full Lab Suite
  23. Moisture Content Test → Oven Dry
  24. High PI → Flatter Compaction Curve
  25. PI ≈ 0 → Nonplastic Soil