NaturalMC > PL→ PlasticStateHigh PI →LowShrinkageLimitHigh PIClays →VolumeChange RiskProctorTest →OMC &MDDLL<40,PI<10 →GoodSubgradeGDOT810.2 →Full LabSuiteHigh PI →FlatterCompactionCurvePI ≈ 0 →NonplasticSoilLow PISilts →MoistureSensitiveLL>70,PI>35 →ExpansiveClayBelow A-Line →SiltBehaviorHigh PI →Low CBR(Clays)Low PI →Lean,MorePermeableClays →Higher OMC,Sands →LowerHigher LL→ HigherOMC(Clays)PI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityAbove A-Line →ClayBehaviorMoistureContentTest →Oven DryA-LineDefinesClay/SiltHigh PIClays →CompactionChallengeCBR Test→SubgradeStrengthHigh PI →Swelling/CompressibilityTwo SoilsSame LL →Higher PIMore DuctileNaturalMC > PL→ PlasticStateHigh PI →LowShrinkageLimitHigh PIClays →VolumeChange RiskProctorTest →OMC &MDDLL<40,PI<10 →GoodSubgradeGDOT810.2 →Full LabSuiteHigh PI →FlatterCompactionCurvePI ≈ 0 →NonplasticSoilLow PISilts →MoistureSensitiveLL>70,PI>35 →ExpansiveClayBelow A-Line →SiltBehaviorHigh PI →Low CBR(Clays)Low PI →Lean,MorePermeableClays →Higher OMC,Sands →LowerHigher LL→ HigherOMC(Clays)PI CorrelatesWithStrength &DensityHigher LL →HigherCompressibilityAbove A-Line →ClayBehaviorMoistureContentTest →Oven DryA-LineDefinesClay/SiltHigh PIClays →CompactionChallengeCBR Test→SubgradeStrengthHigh PI →Swelling/CompressibilityTwo SoilsSame LL →Higher PIMore Ductile

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