Aggregate Properties HMA

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# Aggregate Properties HMA - PowerPoint PPT Presentation

Aggregate Properties HMA. To be Covered. Specific Gravities Consensus Properties. Volumetrics. All matter has mass and occupies space. Volumetrics are the relationships between mass and volume Superpave mix design based on aggregate and mixture volumetrics. Mass Solid Volume.

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### Aggregate PropertiesHMA

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To be Covered
• Specific Gravities
• Consensus Properties

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Volumetrics

• All matter has mass and occupies space.
• Volumetrics are the relationships between mass and volume
• Superpave mix design based on aggregate and mixture volumetrics

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Mass Solid

Volume

Mass Water

Volume

Specific Gravity, G

• Ratio of the mass to volume of an object to that of water at the same temperature

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Densities

• Density is the unit weight of a material
• lb/ft3 or kg/m3
• Unit weight = gw G

gw = 1.000 g/cm3

gw = 62.4 lb/ft3

gw = 1000 kg/m3

• Bulk density means sample contains more than one mass and/or volume

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Bulk Specific Gravity, Dry

Mass, oven dry

Surface Voids

Gsb =

Vol of agg, + surface voids

Vol. of water-perm. voids

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Bulk Specific Gravity, SSD

Mass, oven dry agg + mass water

Gs, ssd =

Vol of agg, + surface voids

Vol. of water-perm. voids

Surface Voids

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Bulk Specific Gravity, Apparent

Mass, oven dry agg

Gsa =

Vol of agg

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Phase Diagram

Phase: a change in state (e.g. solid, liquid, gas)

V = (mass) / (Gsgw)

Mass (Weight)

Volume

Water permeable voids

Aggregate

Solids

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Specific Gravity Tests for Aggregates
• Two tests are needed
• Coarse aggregate (retained on the 4.75 mm sieve)
• Fine aggregate (passing the 4.75 mm sieve)

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Coarse Aggregate Specific Gravity
• 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 mass

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Coarse Aggregate Specific GravityCalculations
• Gsb = A / (B - C)
• A = mass oven dry
• B = mass SSD
• C = mass under water
• Gs,SSD = B / (B - C)
• Gsa = A / (A - C)
• Water absorption capacity, %
• Absorption % = [(B - A) / A] * 100

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Fine Aggregate Specific Gravity
• 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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Fine Aggregate Specific GravityCalculations
• Gsb = A / (B + S - C)
• A = mass oven dry
• B = mass of pycnometer filled with water
• C = mass pycnometer, SSD aggregate and water
• S = mass SSD aggregate
• Gs,SSD = S / (B + S - C)
• Gsa = A / (B + A - C)
• Water absorption capacity, %
• Absorption % = [(S - A) / A] * 100

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### Concensus Aggregate Properties

Coarse Aggregate Particle Shape

% Crushed Faces

Flat and Elongated

Fine Aggregate Particle Shape

Clay Content

** Determined for the blended aggregate gradation **

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Percent Crushed Fragments in Gravels
• Quarried materials always 100% crushed
• Minimum values depended upon traffic level and layer (lift)
• Defined as % mass with one or more fractured faces

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Percent Crushed Fragments in Gravels

0% Crushed 100% with 2 or More

Crushed Faces

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Traffic Depth from Surface

Millions of ESALs < 100 mm > 100 mm

< 0.3

< 1

< 3

< 10

< 30

< 100

 100

--/--

--/--

50/--

60/--

80/75

95/90

100/100

55/--

65/--

75/--

85/80

95/90

100/100

100/100

Coarse Aggregate Angularity Criteria

First number denotes % with one or more fractured faces

Second number denotes % with two or more fractured faces

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Flat and Elongated Particles
• ASTM D4791
• Flat
• Elongated
• Total flat and elongated
• Superpave
• Flat and Elongated
• Maximum to minimum dimension
• 5:1
• 3:1
• 2:1

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Flat and Elongated Criteria

Traffic Maximum, Percent

Millions of ESALs

< 0.3

< 1

< 3

< 10

< 30

< 100

 100

--

--

10

10

10

10

10

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Fine Aggregate Angularity

(Uncompacted Void Content of Fine Aggregate)

* Fine aggregate at a specified gradation is allowed to flow freely into a 100 cm3 cylinder.

*Knowing the specific gravity of the aggregate, the voids between aggregate particles can be determined

* The more angular the aggregate, the higher the void content

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Fine Aggregate Angularity

Natural sands: typically < 45

Manufactured sands: typically > 42

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Traffic Depth from Surface

Millions of ESALs < 100 mm > 100mm

< 0.3

< 1

< 3

< 10

< 30

< 100

 100

--

--

40

40

40

45

45

--

40

40

45

45

45

45

Fine Aggregate Angularity Criteria

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Clay Content

(Sand Equivalent Test)

* ASHTO T176, ASTM D2419

- Used to estimate the relative proportions

of fine agg. and clay-like or plastic fines

and dust.

Flocculating Solution

Suspended

Clay

SE =

Sand

Sedimented

Aggregate

*100

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Bottle of Solution on Shelf Above Top of Cylinder

Hose and Irrigation Tube

Measurement Rod

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Marker on Measurement Rod

Top of Suspended Material

Top of Sand Layer

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Clay Content Criteria

Traffic Sand Equivalent

Millions of ESALs Minimum, Percent

< 0.3

< 1

< 3

< 10

< 30

< 100

 100

40

40

40

45

45

50

50

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