Lecture 30B Flashcards

(31 cards)

1
Q

What are Volumetrics

A

Volumetric are the relationships between mass and volume

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2
Q

What is Absorbed Water

A

Water present in the pervious pores of porous aggregate and particles

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3
Q

What is Surface Water

A

Water present on the surface of aggregate particles (also called free water)

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4
Q

A Typical aggregate particle consists of some…

A

solid material and air voids

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5
Q

What does specific gravity depend on?

A

Volume you assume for the aggregate

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6
Q

Difference between SSD, Apparent and Dry specific gravity

A

Apparent uses the OD weight and bulk used SSD weight (Denominator). SSD uses SSD in both numerator and denominator.

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7
Q

Rank Them LARGEST to smallest

A

Apparent
SSD
Dry

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8
Q

What are the two tests needed for specific gravity

A

Coarse Aggregate
Fine Aggregate

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9
Q

Steps of coarse aggregate SG test

A

ASTM C127
– Dry aggregate
– Soak in water for 24 hours
– Decant water
– Use pre-dampened towel to get SSD condition
– Determine mass of SSD aggregate in bucket
– Determine mass under water
– Dry to constant mass
– Determine oven dry mas

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10
Q

Steps on fine aggregate SG test

A

ASTM C128
– Dry aggregate
– Soak in water for 24 hours
– Spread out and dry to SSD
– Add 500 g of SSD aggregate to pycnometer of known volume
* Pre-filled with some water
– Add more water and agitate until air bubble have been removed
– Fill to line and determine the mass of the pycnometer, aggregate
and water
– Empty aggregate into pan and dry to constant mass
– Determine oven dry mass

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11
Q

What are the effects of gradation and size in bituminous mixes

A

Workability
Layer thickness
Thickness of lift
Stability
Stiffness
Resistance to deformation
Fatigue strength
Durability
Permeability
Surface Texture and frictional resistance

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12
Q

What are the two methods of tests for gradation?

A

Wet and Dry Sieve Analysis

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13
Q

What are the 3 methods of reporting results for gradation?

A

% passing
%retained
%passing/retained

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14
Q

Coarse Aggregate Definition

A

Retained on 4,75mm (No.4) sieve

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15
Q

Fine Aggregate Definition

A

Passing 4.75mm (No.4) Sieve

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16
Q

Mineral FIller Definition

A

At least 70% pass 0.075mm sieve

17
Q

Agregate Gradation Definition

A

The distribution of particle sizes expressed as a percent of total weight. This is determined by sieve analysis

18
Q

Washed Sieve analysis steps

A

Dry aggregate and determine mass
Wash and decant water through 0.075 mm
sieve until water is clear
Dry aggregate to a constant mass

19
Q

Mechanical Sieve Analysis Steps

A

Place dry aggregate in standard stack
of sieves
– Place sieve stack in mechanical shaker
– Determine mass of aggregate retained
on each sieve

20
Q

what is the name of the maximum density line

A

Fuller’s Curve

21
Q

Definition of Maximum aggregate size

A

On size larger than nominal size

22
Q

Definition of Nominal Maximmum aggregate size

A

One size larger than the first sieve to retain (Cummulative) more than 10%

23
Q

what are the 4 types of gradations

A

Dense Graded
Open Graded
Gap Graded
Uniformly Graded

24
Q

Whats the most common HMA and what is it’s properties?

A

Dense Graded,

Grain-to-grain contact
Low void content
High density
High stability if
confined
High stability
unconfined
Difficult to compact

25
What is Open Graded?
Refers to a gradation that contains only a small percentage of aggregate particles in the small range
26
What is Fine Gradation?
A gradation that, when plotted on the 0.45 power gradation graph, falls mostly above the 0.45 power maximum density line.
27
What is Coarse Gradation?
A gradation that, when plotted on the 0.45 power gradation graph, falls mostly below the 0.45 power maximum density line
28
what happens if the max size is larger?
Increases strength improves skid resistance Increases volume and surface area of agg which decreases required AC content Improves rut resistance Increases problem with segregation of particles
29
What happens if the max size is smaller?
Reduces segregation Reduces Road Noise Decreases Tire Wear
30
What are the reasons to blend aggregates
Obtain desirable gradation Single natural or quarried material not enough Economical to combine natural and process materials
31
what are the 3 sources of aggregate stocks
1. stone comes from crushed bedrock, 2. sand comes from natural deposits, 3. mineral filler comes from the bottom of the crusher (dust)