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Test your basic knowledge |
Civil Engineering Materials
Start Test
Study First
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. Water used for hydration - water beyond SSD - min- .22-.25 - typical- .4-.5 (.44) - lower WC ratio = more strength -
nominal max aggregate size
Water Cement Ratio
Type III Cement
mortar
2. Stratified structure - disintegrated exitisting rocks - inorganice remains of marine animals - ex- limestone
metamorphic
Type II Cement
Sedimentary
Type IV Cement
3. From chemicals or excessive drying
Igneous
map cracking
Sedimentary
Hydration Contoller Admixture 4
4. 94 lbs
Kiln
mortar
Type II Cement
Bag of Cement
5. B/c of trucks over time
pozzolan
Corner break
longitudinal cracking
scaling
6. Ups set time
map cracking
pozzolan
transverse cracking
Consolidate
7. To improve workability for fresh concrete
Accelerators Admixture 5
Steps to place concrete
entrained air
round and smooth agg
8. For continued hydration and strength gains - otherwise only 50% strength gained - ups durability and abrasion resistance - prevent shrinkage cracking -
Water Cement Ratio
paste
Curing
map cracking
9. Air bubbles for sapce for water to expand when freezes
map cracking
joint faulting
interlayer hyrdration space
Air Entrainer Admixture 1
10. max is 12 in - more free water= more slump
well graded mix (med fineness)
longitudinal cracking
scaling
slump
11. Water beyond SSD condition
angular and rough agg
free water
Air Entrainer Admixture 1
well graded mix (med fineness)
12. High Early Strength- fast track projects - we want low set time
nominal max aggregate size
pozzolan
Type III Cement
transverse cracking
13. Distributes cement grains - cement becomes more mushy -
water-reducer
nominal max aggregate size
mortar
Type V Cement
14. Early stength at faster rate - for cold temps
Accelerators Admixture 5
entrained air
Corner break
Retarder Admixutre 3
15. Cement paste has bulk SG< cement particles
patches
Excess water
scaling
capillary voids
16. Delay initial set - for long hauls or unusual placement
Deposit concrete
round and smooth agg
Retarder Admixutre 3
patches
17. makes it mushier because cement grains more distributed
Type III Cement
Water Reducer Admixture 2
metamorphic
high fineness
18. Do NOT dump in separate piles - deposit in large piles -
Deposit concrete
Water Reducer Admixture 2
gypsum
water-reducer
19. Calcareous (calcium) - argillaceous (aluminum) - iron oxide (iron) - gypsum (silicon)
Cement (Portland) ingredients
longitudinal cracking
self consolidating concrete SCC
well graded mix (med fineness)
20. Sometimes worse
Steps to place concrete
entrained air
patches
entrapped air
21. Heat and pressure ex- marble - quaertzile
Kiln
self consolidating concrete SCC
concrete
metamorphic
22. Consolidation - strike off - depress agg - darby or bull float - (TIME) - edging - jointing - floating - (TIME) - texturing - curing
paste
longitudinal cracking
gypsum
Concrete Construction
23. Ups capilary voids - lowers strength
Excess water
mortar
angular and rough agg
Igneous
24. Crush clinker into super fine powder
free water
ball mill
plastic shrinkage
scaling
25. Sum of cumul % retained / 100 - higher= bigger particle sizes= smaller amount of agg needed
fineness modulus
water bleeding or pumping
scaling
joint faulting
26. Source of hotgases - biggest piece of moving equipment
Retarder Admixutre 3
Potable Water
Kiln
interlayer hyrdration space
27. misplaced joints - more specific- spalling- breaking away of edges
Deposit concrete
transverse cracking
entrained air
gypsum
28. Low Heat of Hydration- for careful control of heat - dams
Deposit concrete
Type III Cement
entrapped air
Type IV Cement
29. Nonpotable/potable >90% - the acceptable
Corner break
Potable Water
free water
ball mill
30. By vibrating - otherwise rock pockets occure -
Consolidate
capillary voids
plastic shrinkage
entrapped air
31. Heavy traffic
free water
slump
water-reducer
joint faulting
32. Greater =less free water needed to get a given slump
pozzolan
Cement (Portland) ingredients
angular and rough agg
nominal max aggregate size
33. Moderate Sulfate Resistance- large piers
well graded mix (med fineness)
Air Entrainer Admixture 1
Type II Cement
fineness modulus
34. Slow down rate of aluminate hydration -produces sulfate ions - flash set - false set in excess - higher rate of C-S-H (strength)
Cement compounds
Bag of Cement
Hydration Contoller Admixture 4
gypsum
35. Flowable - nonsegregating
interlayer hyrdration space
round and smooth agg
entrapped air
self consolidating concrete SCC
36. Volcanic - hardening and crystal molten material ex- granite
Potable Water
Kiln
Igneous
Cement compounds
37. Space between layers in CSH - water in interparticle space held by hydrogen bonds
Type II Cement
interlayer hyrdration space
Deposit concrete
Curing
38. Stop and reactivate hydration process
self consolidating concrete SCC
paste
Hydration Contoller Admixture 4
3 point loading flexure test
39. Corner was hotter on top than bottom - it warped and lifted - pressure makes corner crack -
Corner break
Potable Water
Type V Cement
Hydration Contoller Admixture 4
40. High sulfate resistence -
high fineness
Type V Cement
round and smooth agg
Curing
41. Tricalcium silicate (C3S) - dicdalcium silicate (C2S) - tricalcium aluminate (C3A) - tetracalcium aluminoferrite (C4AF)
Cement compounds
angular and rough agg
pozzolan
Igneous
42. Intentional well distributed air - up durability - adds strength
Type I Cement
self consolidating concrete SCC
round and smooth agg
entrained air
43. Near surface water is cause
slump
water bleeding or pumping
self consolidating concrete SCC
Bag of Cement
44. Trim subgrade - moisten subgrade - compact (use vibratory roller) - do NOT deposit frozen subgrade or disturb it - uniform - NO water added in front of paver -
Type IV Cement
pozzolan
Steps to place concrete
paste
45. Good stability
Hydration Contoller Admixture 4
high fineness
well graded mix (med fineness)
Excess water
46. Cement+water
paste
Concrete Construction
Water Reducer Admixture 2
gypsum
47. Normal- for general work
Concrete Construction
Type I Cement
nominal max aggregate size
self consolidating concrete SCC
48. Ponding/immersion - spraying/fogging - wet coverings -impervious papers/plastic sheets - membrane forming - steam - insulating blankets/covers - electric/hot oil/ infrared -
Deposit concrete
Accelerators Admixture 5
Cement compounds
Curing Types
49. Trapped air - reduces strength - ups permeabiity
entrapped air
joint faulting
pozzolan
Air Entrainer Admixture 1
50. Loss of water from paste (evap) - 1% vol lowers - cracking - prevent by water loss control -
water-reducer
Type IV Cement
transverse cracking
plastic shrinkage