Construction Tables and Calculators
(metric)
ROGER JOHNSON CONSULTING LIMITED.
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| Density [kg/m3] (Range) |
Specific Gravity (Range) |
Frequently used
for Preliminary Estimate |
|
| Penetration Macadam |
1750-2150 |
1.75-2.15 |
2.00 |
|
Open Graded |
1850-2250 |
1.85-2.25 |
2.10 |
|
Coarse Graded |
2100-2400 |
2.10-2.40 |
2.25 |
|
Dense Graded |
2150-2500 |
2.15-2.50 |
2.35 |
|
Fine Graded |
2100-2400 |
2.10-2.40 |
2.25 |
|
Stone Sheet |
2100-2400 |
2.10-2.40 |
2.25 |
|
Sand Sheet |
1900-2250 |
1.90-2.25 |
2.10 |
|
Fine Sheet |
1900-2250 |
1.90-2.25 |
2.10 |
|
Mixed-in-place Macadam |
1750-2150 |
1.75-2.15 |
2.00 |
|
Mixed-in-place Dense Graded |
1750-2150 |
1.75-2.15 |
2.00 |
|
Mixed-in-place Sand Asphalt |
1600-2000 |
1.60-2.00 |
1.80 |
Note: Because of considerable variations of specific
gravity, gradation, and other characteristics of mineral aggregates, density of
compacted asphalt pavement varies considerably. Exact density should be
determined in the laboratory with the same materials as used in the field.
ROGER JOHNSON CONSULTING LIMITED.
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Copyright © 2000 Roger Johnson Consulting Limited.
Last modified: April 19, 2000
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