PI CorrelatesWithStrength &Density☕ FreeSpace –Lab BreakPI ≈ 0 →NonplasticSoilHigh PI →LowShrinkageLimitTwo SoilsSame LL →Higher PIMore DuctileLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigh PI →Low CBR(Clays)MoistureContentTest →Oven DryA-LineDefinesClay/SiltBelow A-Line →SiltBehaviorHigh PIClays →VolumeChange RiskGDOT810.2 →Full LabSuiteClays →Higher OMC,Sands →LowerLL<40,PI<10 →GoodSubgradeAbove A-Line →ClayBehaviorLow PI →Lean,MorePermeableCBR Test→SubgradeStrengthLow PISilts →MoistureSensitiveProctorTest →OMC &MDDHigh PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityHigher LL →HigherCompressibilityPI CorrelatesWithStrength &Density☕ FreeSpace –Lab BreakPI ≈ 0 →NonplasticSoilHigh PI →LowShrinkageLimitTwo SoilsSame LL →Higher PIMore DuctileLL>70,PI>35 →ExpansiveClayHigh PIClays →CompactionChallengeHigh PI →Low CBR(Clays)MoistureContentTest →Oven DryA-LineDefinesClay/SiltBelow A-Line →SiltBehaviorHigh PIClays →VolumeChange RiskGDOT810.2 →Full LabSuiteClays →Higher OMC,Sands →LowerLL<40,PI<10 →GoodSubgradeAbove A-Line →ClayBehaviorLow PI →Lean,MorePermeableCBR Test→SubgradeStrengthLow PISilts →MoistureSensitiveProctorTest →OMC &MDDHigh PI →FlatterCompactionCurveNaturalMC > PL→ PlasticStateHigher LL→ HigherOMC(Clays)High PI →Swelling/CompressibilityHigher LL →HigherCompressibility

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.


1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
  1. PI Correlates With Strength & Density
  2. ☕ Free Space – Lab Break
  3. PI ≈ 0 → Nonplastic Soil
  4. High PI → Low Shrinkage Limit
  5. Two Soils Same LL → Higher PI More Ductile
  6. LL>70, PI>35 → Expansive Clay
  7. High PI Clays → Compaction Challenge
  8. High PI → Low CBR (Clays)
  9. Moisture Content Test → Oven Dry
  10. A-Line Defines Clay/Silt
  11. Below A-Line → Silt Behavior
  12. High PI Clays → Volume Change Risk
  13. GDOT 810.2 → Full Lab Suite
  14. Clays → Higher OMC, Sands → Lower
  15. LL<40, PI<10 → Good Subgrade
  16. Above A-Line → Clay Behavior
  17. Low PI → Lean, More Permeable
  18. CBR Test → Subgrade Strength
  19. Low PI Silts → Moisture Sensitive
  20. Proctor Test → OMC & MDD
  21. High PI → Flatter Compaction Curve
  22. Natural MC > PL → Plastic State
  23. Higher LL → Higher OMC (Clays)
  24. High PI → Swelling/Compressibility
  25. Higher LL → Higher Compressibility