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Civil Engineering Materials

Subject : engineering
Instructions:
  • Answer 50 questions in 15 minutes.
  • If you are not ready to take this test, you can study here.
  • Match each statement with the correct term.
  • Don't refresh. All questions and answers are randomly picked and ordered every time you load a test.

This is a study tool. The 3 wrong answers for each question are randomly chosen from answers to other questions. So, you might find at times the answers obvious, but you will see it re-enforces your understanding as you take the test each time.
1. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing






2. Trim subgrade - moisten subgrade - compact (use vibratory roller) - do NOT deposit frozen subgrade or disturb it - uniform - NO water added in front of paver -






3. Moderate Sulfate Resistance- large piers






4. Freeze-thaw cycles - bad curing or too much water






5. Do NOT dump in separate piles - deposit in large piles -






6. Cement+sand






7. High sulfate resistence -






8. Early stength at faster rate - for cold temps






9. Delay initial set - for long hauls or unusual placement






10. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -






11. Heavy traffic






12. Ups capilary voids - lowers strength






13. Cement+water






14. Crush clinker into super fine powder






15. Normal- for general work






16. By vibrating - otherwise rock pockets occure -






17. Nonpotable/potable >90% - the acceptable






18. Space between layers in CSH - water in interparticle space held by hydrogen bonds






19. Cement paste has bulk SG< cement particles






20. Air bubbles for sapce for water to expand when freezes






21. Stop and reactivate hydration process






22. Ups set time






23. Distributes cement grains - cement becomes more mushy -






24. Slow down rate of aluminate hydration -produces sulfate ions - flash set - false set in excess - higher rate of C-S-H (strength)






25. Trapped air - reduces strength - ups permeabiity






26. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -






27. Flowable - nonsegregating






28. Volcanic - hardening and crystal molten material ex- granite






29. Water beyond SSD condition






30. misplaced joints - more specific- spalling- breaking away of edges






31. High Early Strength- fast track projects - we want low set time






32. Low stability






33. Heat and pressure ex- marble - quaertzile






34. Intentional well distributed air - up durability - adds strength






35. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed






36. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)






37. Near surface water is cause






38. Good stability






39. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -






40. Loss of water from paste (evap) - 1% vol lowers - cracking - prevent by water loss control -






41. For early strength gain






42. From chemicals or excessive drying






43. Source of hotgases - biggest piece of moving equipment






44. Tricalcium silicate (C3S) - dicdalcium silicate (C2S) - tricalcium aluminate (C3A) - tetracalcium aluminoferrite (C4AF)






45. Low Heat of Hydration- for careful control of heat - dams






46. Cement+course aggregate






47. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone






48. makes it mushier because cement grains more distributed






49. max is 12 in - more free water= more slump






50. Water used for hydration - water beyond SSD - min- .22-.25 - typical- .4-.5 (.44) - lower WC ratio = more strength -







Sorry!:) No result found.

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