Above A-Line →ClayBehaviorHigher LL→ HigherOMC(Clays)High PI →FlatterCompactionCurveClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigh PI →Swelling/CompressibilityLL>70,PI>35 →ExpansiveClayMoistureContentTest →Oven DryHigh PIClays →VolumeChange RiskTwo SoilsSame LL →Higher PIMore DuctileHigh PI →LowShrinkageLimitNaturalMC > PL→ PlasticStateHigher LL →HigherCompressibilityBelow A-Line →SiltBehaviorProctorTest →OMC &MDDLow PISilts →MoistureSensitiveHigh PI →Low CBR(Clays)☕ FreeSpace –Lab BreakPI CorrelatesWithStrength &DensityPI ≈ 0 →NonplasticSoilCBR Test→SubgradeStrengthHigh PIClays →CompactionChallengeGDOT810.2 →Full LabSuiteA-LineDefinesClay/SiltLL<40,PI<10 →GoodSubgradeAbove A-Line →ClayBehaviorHigher LL→ HigherOMC(Clays)High PI →FlatterCompactionCurveClays →Higher OMC,Sands →LowerLow PI →Lean,MorePermeableHigh PI →Swelling/CompressibilityLL>70,PI>35 →ExpansiveClayMoistureContentTest →Oven DryHigh PIClays →VolumeChange RiskTwo SoilsSame LL →Higher PIMore DuctileHigh PI →LowShrinkageLimitNaturalMC > PL→ PlasticStateHigher LL →HigherCompressibilityBelow A-Line →SiltBehaviorProctorTest →OMC &MDDLow PISilts →MoistureSensitiveHigh PI →Low CBR(Clays)☕ FreeSpace –Lab BreakPI CorrelatesWithStrength &DensityPI ≈ 0 →NonplasticSoilCBR Test→SubgradeStrengthHigh PIClays →CompactionChallengeGDOT810.2 →Full LabSuiteA-LineDefinesClay/SiltLL<40,PI<10 →GoodSubgrade

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