Below A-Line →SiltBehaviorLow PI →Lean,MorePermeableA-LineDefinesClay/SiltAbove A-Line →ClayBehaviorHigh PI →Low CBR(Clays)Higher LL →HigherCompressibilityHigh PI →LowShrinkageLimitTwo SoilsSame LL →Higher PIMore DuctileLL>70,PI>35 →ExpansiveClayHigh PIClays →VolumeChange RiskHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityGDOT810.2 →Full LabSuiteLow PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityHigh PIClays →CompactionChallengeLL<40,PI<10 →GoodSubgradeCBR Test→SubgradeStrengthNaturalMC > PL→ PlasticStatePI ≈ 0 →NonplasticSoilMoistureContentTest →Oven DryClays →Higher OMC,Sands →LowerProctorTest →OMC &MDDHigh PI →FlatterCompactionCurveBelow A-Line →SiltBehaviorLow PI →Lean,MorePermeableA-LineDefinesClay/SiltAbove A-Line →ClayBehaviorHigh PI →Low CBR(Clays)Higher LL →HigherCompressibilityHigh PI →LowShrinkageLimitTwo SoilsSame LL →Higher PIMore DuctileLL>70,PI>35 →ExpansiveClayHigh PIClays →VolumeChange RiskHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityGDOT810.2 →Full LabSuiteLow PISilts →MoistureSensitivePI CorrelatesWithStrength &DensityHigh PIClays →CompactionChallengeLL<40,PI<10 →GoodSubgradeCBR Test→SubgradeStrengthNaturalMC > PL→ PlasticStatePI ≈ 0 →NonplasticSoilMoistureContentTest →Oven DryClays →Higher OMC,Sands →LowerProctorTest →OMC &MDDHigh PI →FlatterCompactionCurve

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