High PI →LowShrinkageLimitBelow A-Line →SiltBehaviorHigh PIClays →CompactionChallengeAbove A-Line →ClayBehaviorGDOT810.2 →Full LabSuiteProctorTest →OMC &MDDA-LineDefinesClay/SiltMoistureContentTest →Oven DryPI ≈ 0 →NonplasticSoilClays →Higher OMC,Sands →LowerLL>70,PI>35 →ExpansiveClay☕ FreeSpace –Lab BreakHigh PI →Swelling/CompressibilityHigh PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateHigher LL→ HigherOMC(Clays)LL<40,PI<10 →GoodSubgradeLow PI →Lean,MorePermeablePI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)High PIClays →VolumeChange RiskLow PISilts →MoistureSensitiveTwo SoilsSame LL →Higher PIMore DuctileCBR Test→SubgradeStrengthHigh PI →LowShrinkageLimitBelow A-Line →SiltBehaviorHigh PIClays →CompactionChallengeAbove A-Line →ClayBehaviorGDOT810.2 →Full LabSuiteProctorTest →OMC &MDDA-LineDefinesClay/SiltMoistureContentTest →Oven DryPI ≈ 0 →NonplasticSoilClays →Higher OMC,Sands →LowerLL>70,PI>35 →ExpansiveClay☕ FreeSpace –Lab BreakHigh PI →Swelling/CompressibilityHigh PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateHigher LL→ HigherOMC(Clays)LL<40,PI<10 →GoodSubgradeLow PI →Lean,MorePermeablePI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)High PIClays →VolumeChange RiskLow PISilts →MoistureSensitiveTwo SoilsSame LL →Higher PIMore DuctileCBR 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 → Low Shrinkage Limit
  2. Below A-Line → Silt Behavior
  3. High PI Clays → Compaction Challenge
  4. Above A-Line → Clay Behavior
  5. GDOT 810.2 → Full Lab Suite
  6. Proctor Test → OMC & MDD
  7. A-Line Defines Clay/Silt
  8. Moisture Content Test → Oven Dry
  9. PI ≈ 0 → Nonplastic Soil
  10. Clays → Higher OMC, Sands → Lower
  11. LL>70, PI>35 → Expansive Clay
  12. ☕ Free Space – Lab Break
  13. High PI → Swelling/Compressibility
  14. High PI → Flatter Compaction Curve
  15. Natural MC > PL → Plastic State
  16. Higher LL → Higher OMC (Clays)
  17. LL<40, PI<10 → Good Subgrade
  18. Low PI → Lean, More Permeable
  19. PI Correlates With Strength & Density
  20. Higher LL → Higher Compressibility
  21. High PI → Low CBR (Clays)
  22. High PI Clays → Volume Change Risk
  23. Low PI Silts → Moisture Sensitive
  24. Two Soils Same LL → Higher PI More Ductile
  25. CBR Test → Subgrade Strength