GDOT810.2 →Full LabSuitePI CorrelatesWithStrength &DensityProctorTest →OMC &MDDHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthHigher LL→ HigherOMC(Clays)High PIClays →VolumeChange RiskBelow A-Line →SiltBehaviorHigh PI →LowShrinkageLimitMoistureContentTest →Oven DryClays →Higher OMC,Sands →LowerAbove A-Line →ClayBehavior☕ FreeSpace –Lab BreakPI ≈ 0 →NonplasticSoilHigh PI →Low CBR(Clays)High PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateLL<40,PI<10 →GoodSubgradeLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigher LL →HigherCompressibilityTwo SoilsSame LL →Higher PIMore DuctileA-LineDefinesClay/SiltLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeableGDOT810.2 →Full LabSuitePI CorrelatesWithStrength &DensityProctorTest →OMC &MDDHigh PI →Swelling/CompressibilityCBR Test→SubgradeStrengthHigher LL→ HigherOMC(Clays)High PIClays →VolumeChange RiskBelow A-Line →SiltBehaviorHigh PI →LowShrinkageLimitMoistureContentTest →Oven DryClays →Higher OMC,Sands →LowerAbove A-Line →ClayBehavior☕ FreeSpace –Lab BreakPI ≈ 0 →NonplasticSoilHigh PI →Low CBR(Clays)High PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateLL<40,PI<10 →GoodSubgradeLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigher LL →HigherCompressibilityTwo SoilsSame LL →Higher PIMore DuctileA-LineDefinesClay/SiltLow PISilts →MoistureSensitiveLow PI →Lean,MorePermeable

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