Above A-Line →ClayBehaviorBelow A-Line →SiltBehaviorGDOT810.2 →Full LabSuiteCBR Test→SubgradeStrengthHigh PI →LowShrinkageLimitLL>70,PI>35 →ExpansiveClayClays →Higher OMC,Sands →LowerNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskProctorTest →OMC &MDDHigh PIClays →CompactionChallengePI CorrelatesWithStrength &DensityLow PISilts →MoistureSensitiveHigh PI →Swelling/CompressibilityHigh PI →FlatterCompactionCurveHigher LL→ HigherOMC(Clays)MoistureContentTest →Oven DryLL<40,PI<10 →GoodSubgradeA-LineDefinesClay/SiltHigh PI →Low CBR(Clays)PI ≈ 0 →NonplasticSoil☕ FreeSpace –Lab BreakLow PI →Lean,MorePermeableTwo SoilsSame LL →Higher PIMore DuctileHigher LL →HigherCompressibilityAbove A-Line →ClayBehaviorBelow A-Line →SiltBehaviorGDOT810.2 →Full LabSuiteCBR Test→SubgradeStrengthHigh PI →LowShrinkageLimitLL>70,PI>35 →ExpansiveClayClays →Higher OMC,Sands →LowerNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskProctorTest →OMC &MDDHigh PIClays →CompactionChallengePI CorrelatesWithStrength &DensityLow PISilts →MoistureSensitiveHigh PI →Swelling/CompressibilityHigh PI →FlatterCompactionCurveHigher LL→ HigherOMC(Clays)MoistureContentTest →Oven DryLL<40,PI<10 →GoodSubgradeA-LineDefinesClay/SiltHigh PI →Low CBR(Clays)PI ≈ 0 →NonplasticSoil☕ FreeSpace –Lab BreakLow PI →Lean,MorePermeableTwo SoilsSame LL →Higher PIMore DuctileHigher LL →HigherCompressibility

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