lec 28 Flashcards

1
Q

asphalt is visco elastic and thermoplastics materials ->

A

properties depend on rate of loading and temp

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2
Q

asphalt binders are usually soft at ___ temps and

A

soft at high temps and brittle at low temps

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3
Q

to properly study asphalt you need to consider what four types of behavior

A

high service temp (summer)
low service temp (winter)
average service temp
high temp (construction)

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4
Q

the average temp of pavement is typically considered to be

A

25C

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5
Q

the max temp of pavement typically is

A

60C

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6
Q

max spraying pumping mixing temp

A

135C

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7
Q

as[halt properties depend on

A

REFINERY OPERATIONS
COMPOSITIOB CRUDE SOURCE DEPENDANT
->purity
safety
cohesion
adhesion
CONSISTENCY
WORKABILITY
DURABILITY

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8
Q

if an asphalt binder is heated to a high enough temp it gives off sufficient…

A

vapors to flash (ignite in the presence of a spark or open flame

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9
Q

asphalt tests

A

I - pentration test
II -viscosity test
III - rotational voisocmeter

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10
Q

in pentration test

A

there is standard needle, specified load time and temp, we see how it penetrates (kinky)

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11
Q

80/100 penetration grade will have a penetrayion range of

A

8 to 10 mm

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12
Q

visocity is simply a measure of

A

the fluids resistance to flow

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13
Q

viscosity =

A

shear stress/shear rate

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14
Q

dynamic viscoty of water at 20C

A

0.001 Pa*s = 0.01 poise = 1 centipoise

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15
Q

the viscosity of asphalt binder at high manufacturing and construction temerpatures important because

A

it can control

pumpability
mixability
workavility

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16
Q

the specific gravity of asphalt is useful for

A

volumentric conversion in bituminous mix design

17
Q

when buying asphalts what temp is standrad for properties measureing

18
Q

the spec gravity of pure bitumen ranges from

19
Q

asphalt durability is a measure of how

A

asphalt binder physical properties changes with age

20
Q

as asphalt ages it

A

gets more viscouse more stiff and more brittle

21
Q

oxidization in pavement be like

A

the raction of oxygen with the assfault binder

22
Q

volatalization (what is it bruv)

A

the evaporation of the lighter constituents of asphalt binder, it is primarily a function of temp and occurs principallyu during HMA production

23
Q

polymerization

A

the combining of like molecules to form larger molucules, these larger molucues are thought to cause a progressive hardening (my dick)

24
Q

penetration decreses with

A

aging (why old couples have less sex)

25
viscotiy increases with
aging
26
short term again is
this occurs when asspahlut bindersas is mixed with hot agg in HMA fix facuility
27
long term agining be like
this occurs after HMA pavement constructuion and is due to environmental exposure and whatever
28
typical aging sumlation tests
thin film oven (short term) rolling thin fil oven (short term) presssure againg vessel (long term)
29
what is TFO
simulation the change in asphalt binders properties which occur during tank stroage mixing an dconstruction process
30
in order to resist ryutting
an asphalt binder should be stiff it should not be able to deform too much and it should be elastic it should be able to return to its original shape after load deformation
31
in order to resist fatugue cracking
an asphalt binder should be elastic (able to dissipate enerfy by rebounding and cracking) buyt not too stiff (exxcessivley stiff substances will crack rather than deform then rebound_
32
elastic belike
stress and strain no offset in the sine graph
33
viscous dynamic loading be like
phase shift