CBR Test→SubgradeStrengthGDOT810.2 →Full LabSuiteHigh PIClays →CompactionChallengeHigh PI →FlatterCompactionCurveA-LineDefinesClay/SiltHigh PI →Swelling/CompressibilityPI ≈ 0 →NonplasticSoilLL<40,PI<10 →GoodSubgradeClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)MoistureContentTest →Oven DryLow PISilts →MoistureSensitiveBelow A-Line →SiltBehaviorTwo SoilsSame LL →Higher PIMore DuctileHigher LL→ HigherOMC(Clays)Above A-Line →ClayBehaviorNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskLL>70,PI>35 →ExpansiveClayHigh PI →LowShrinkageLimitProctorTest →OMC &MDD☕ FreeSpace –Lab BreakPI CorrelatesWithStrength &DensityCBR Test→SubgradeStrengthGDOT810.2 →Full LabSuiteHigh PIClays →CompactionChallengeHigh PI →FlatterCompactionCurveA-LineDefinesClay/SiltHigh PI →Swelling/CompressibilityPI ≈ 0 →NonplasticSoilLL<40,PI<10 →GoodSubgradeClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigher LL →HigherCompressibilityHigh PI →Low CBR(Clays)MoistureContentTest →Oven DryLow PISilts →MoistureSensitiveBelow A-Line →SiltBehaviorTwo SoilsSame LL →Higher PIMore DuctileHigher LL→ HigherOMC(Clays)Above A-Line →ClayBehaviorNaturalMC > PL→ PlasticStateHigh PIClays →VolumeChange RiskLL>70,PI>35 →ExpansiveClayHigh PI →LowShrinkageLimitProctorTest →OMC &MDD☕ FreeSpace –Lab BreakPI CorrelatesWithStrength &Density

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