Cubic Centimeters to Short Tons (US) for Asphalt
Snapshot
For Asphalt, 1 Cubic Centimeter equals about 0.000003 Short Tons (US).
- Material basis: Asphalt at 2,400 kg/m^3.
- Example: For 0.1 Cubic Centimeters of Asphalt, the result is 2.65e-7 Short Tons (US).
Interactive conversion
Converter Calculator
Decimals: 1.5 or 1,5. Fractions: 1/2. Scientific notation: 1e3. Write 1000 without grouping separators.
0.000003 Short Tons (US) (Asphalt)
SwitchAPI and AI agent access
Cubic Centimeters to Short Tons (US) for Asphalt. Material: asphalt.
Machine-readable identifiers
- Conversion family
material-density- Source unit
cubic_centimeter- Target unit
short_ton_us- Material
asphalt
Use these identifiers in the API request. Sources and model limits also apply to software clients.
Example API request and response
POST /api/v1/convertRequest
{
"family": "material-density",
"value": 1,
"from": "cubic_centimeter",
"to": "short_ton_us",
"material": "asphalt"
}Essential response
{
"ok": true,
"conversion": {
"family": "material-density",
"value": 1,
"from": "cubic_centimeter",
"to": "short_ton_us",
"result": {
"raw": 0.00000264554714622,
"display": "0.000003"
},
"canonicalPath": "/material-density/cubic-centimeters-to-short-tons/asphalt/"
}
}Explanation
Cubic Centimeters of Asphalt convert to short tons (us) using one fixed density basis of 2400 kg/m^3. Match temperature, composition and material grade to the stated reference conditions.
Typical compacted asphalt density.
Common Conversion Values
| Cubic Centimeters (Asphalt) | Short Tons (US) (Asphalt) |
|---|---|
| 0.1 | 2.65e-7 |
| 1/4 | 6.61e-7 |
| 1/2 | 0.000001 |
| 1 | 0.000003 |
| 2 | 0.000005 |
| 5 | 0.000013 |
| 10 | 0.000026 |
| 25 | 0.000066 |
| 50 | 0.000132 |
| 100 | 0.000265 |
Methodology
Asphalt density and calculation basis
Evidence status: needs-review.
Asphalt mixture bulk density depends on composition and air voids.
state: Compacted asphalt concrete mixture
method: Bulk volume includes air voids; distinct from maximum theoretical density
Source basis: FHWA, LTPP materials characterization, FHWA-HRT-06-066, chapter 2. Asphalt concrete: bulk and maximum specific gravity. https://www.fhwa.dot.gov/publications/research/infrastructure/pavements/ltpp/06066/chapt2.cfm Applicability: context-only.
Establish mixture identity, void content and density method.
For this direction, mass is calculated as volume multiplied by density after normalizing the units to cubic meters and kilograms. The resulting page multiplier is 0.00000265 ton (US) per cm^3.
Use a measured density for a specific batch, grade or supplier; the table value is a reference, not a product specification.