MoistureContentTest →Oven DryLow PI →Lean,MorePermeableHigh PI →Low CBR(Clays)LL<40,PI<10 →GoodSubgradeHigher LL→ HigherOMC(Clays)GDOT810.2 →Full LabSuitePI ≈ 0 →NonplasticSoilHigh PI →FlatterCompactionCurveLL>70,PI>35 →ExpansiveClayHigh PIClays →VolumeChange RiskHigh PI →LowShrinkageLimitCBR Test→SubgradeStrengthClays →Higher OMC,Sands →LowerLow PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityProctorTest →OMC &MDDHigh PIClays →CompactionChallengeHigh PI →Swelling/Compressibility☕ FreeSpace –Lab BreakTwo SoilsSame LL →Higher PIMore DuctileBelow A-Line →SiltBehaviorAbove A-Line →ClayBehaviorHigher LL →HigherCompressibilityNaturalMC > PL→ PlasticStateA-LineDefinesClay/SiltMoistureContentTest →Oven DryLow PI →Lean,MorePermeableHigh PI →Low CBR(Clays)LL<40,PI<10 →GoodSubgradeHigher LL→ HigherOMC(Clays)GDOT810.2 →Full LabSuitePI ≈ 0 →NonplasticSoilHigh PI →FlatterCompactionCurveLL>70,PI>35 →ExpansiveClayHigh PIClays →VolumeChange RiskHigh PI →LowShrinkageLimitCBR Test→SubgradeStrengthClays →Higher OMC,Sands →LowerLow PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityProctorTest →OMC &MDDHigh PIClays →CompactionChallengeHigh PI →Swelling/Compressibility☕ FreeSpace –Lab BreakTwo SoilsSame LL →Higher PIMore DuctileBelow A-Line →SiltBehaviorAbove A-Line →ClayBehaviorHigher LL →HigherCompressibilityNaturalMC > PL→ PlasticStateA-LineDefinesClay/Silt

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