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Percent Air Voids in Mix Given Voids in Mineral Aggregate Calculator

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Marshall Mix Design Design of Transition Curves and Setback Distances Design of Superelevation Pavement Materials More >>

✖Voids in Mineral Aggregate is the volume of voids in the mineral aggregate of a Marshall Mix Design sample, typically expressed as a percentage.ⓘ Voids in Mineral Aggregate [VMA]			+10% -10%
✖Percent Bitumen Content in Mix is the percentage of bitumen in the total mix of asphalt and aggregate in Marshall Mix Design.ⓘ Percent Bitumen Content in Mix [V_b]			+10% -10%

✖Air Voids Percent is the percentage of air voids in a compacted asphalt mixture, which affects its density and overall performance in Marshall Mix Design.ⓘ Percent Air Voids in Mix Given Voids in Mineral Aggregate [V_v]

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Percent Air Voids in Mix Given Voids in Mineral Aggregate Solution

STEP 0: Pre-Calculation Summary

Formula Used

Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix
V_v = VMA-V_b
This formula uses 3 Variables

Variables Used

Air Voids Percent - Air Voids Percent is the percentage of air voids in a compacted asphalt mixture, which affects its density and overall performance in Marshall Mix Design.
Voids in Mineral Aggregate - Voids in Mineral Aggregate is the volume of voids in the mineral aggregate of a Marshall Mix Design sample, typically expressed as a percentage.
Percent Bitumen Content in Mix - Percent Bitumen Content in Mix is the percentage of bitumen in the total mix of asphalt and aggregate in Marshall Mix Design.

STEP 1: Convert Input(s) to Base Unit

Voids in Mineral Aggregate: 23.79 --> No Conversion Required
Percent Bitumen Content in Mix: 20.05 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_v = VMA-V_b --> 23.79-20.05

Evaluating ... ...

V_v = 3.74

STEP 3: Convert Result to Output's Unit

3.74 --> No Conversion Required

FINAL ANSWER

3.74 <-- Air Voids Percent

(Calculation completed in 00.004 seconds)

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< Marshall Mix Design Calculators

Air Voids Percent

LaTeX Go Air Voids Percent = ((Theoretical Specific Gravity-Bulk Specific Gravity)*100)/Theoretical Specific Gravity

Bulk Specific Gravity of Mix

LaTeX Go Bulk Specific Gravity = The Weight of Mix in Air/(The Weight of Mix in Air-Weight of Mix in Water)

Percent Air Voids in Mix Given Voids in Mineral Aggregate

LaTeX Go Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix

Voids in Mineral Aggregate

LaTeX Go Voids in Mineral Aggregate = Air Voids Percent+Percent Bitumen Content in Mix

Percent Air Voids in Mix Given Voids in Mineral Aggregate Formula

LaTeX Go

Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix
V_v = VMA-V_b

Define Marshall Mix Design.

Marshall Mix Design is a method used to design and test asphalt concrete mixes for roads, involving evaluating the properties of the asphalt mixture to ensure durability, stability, and performance under various conditions.
The process involves several key steps
1. Aggregate Selection
2.Asphalt Binder Selection
3.Sample Preparation
4.Compaction
5.Stability and Flow Testing
6.Density and Voids Analysis
7.Optimum Asphalt Content Determination

How to Calculate Percent Air Voids in Mix Given Voids in Mineral Aggregate?

Percent Air Voids in Mix Given Voids in Mineral Aggregate calculator uses Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix to calculate the Air Voids Percent, Percent Air Voids in Mix Given Voids in Mineral Aggregate formula is defined as a measure of the air voids present in the asphalt mix, which is an essential parameter in the Marshall Mix Design method, used to evaluate the quality and performance of asphalt pavement. Air Voids Percent is denoted by V_v symbol.

How to calculate Percent Air Voids in Mix Given Voids in Mineral Aggregate using this online calculator? To use this online calculator for Percent Air Voids in Mix Given Voids in Mineral Aggregate, enter Voids in Mineral Aggregate (VMA) & Percent Bitumen Content in Mix (V_b) and hit the calculate button. Here is how the Percent Air Voids in Mix Given Voids in Mineral Aggregate calculation can be explained with given input values -> 3.74 = 23.79-20.05.

FAQ

What is Percent Air Voids in Mix Given Voids in Mineral Aggregate?

Percent Air Voids in Mix Given Voids in Mineral Aggregate formula is defined as a measure of the air voids present in the asphalt mix, which is an essential parameter in the Marshall Mix Design method, used to evaluate the quality and performance of asphalt pavement and is represented as V_v = VMA-V_b or Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix. Voids in Mineral Aggregate is the volume of voids in the mineral aggregate of a Marshall Mix Design sample, typically expressed as a percentage & Percent Bitumen Content in Mix is the percentage of bitumen in the total mix of asphalt and aggregate in Marshall Mix Design.

How to calculate Percent Air Voids in Mix Given Voids in Mineral Aggregate?

Percent Air Voids in Mix Given Voids in Mineral Aggregate formula is defined as a measure of the air voids present in the asphalt mix, which is an essential parameter in the Marshall Mix Design method, used to evaluate the quality and performance of asphalt pavement is calculated using Air Voids Percent = Voids in Mineral Aggregate-Percent Bitumen Content in Mix. To calculate Percent Air Voids in Mix Given Voids in Mineral Aggregate, you need Voids in Mineral Aggregate (VMA) & Percent Bitumen Content in Mix (V_b). With our tool, you need to enter the respective value for Voids in Mineral Aggregate & Percent Bitumen Content in Mix and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Air Voids Percent?

In this formula, Air Voids Percent uses Voids in Mineral Aggregate & Percent Bitumen Content in Mix. We can use 1 other way(s) to calculate the same, which is/are as follows -

Air Voids Percent = ((Theoretical Specific Gravity-Bulk Specific Gravity)*100)/Theoretical Specific Gravity

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