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This document provides a gradation chart used for analyzing the particle size distribution of a field sample in construction projects, particularly in relation to the specifications of the Colorado
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How to fill out Gradation Chart

01
Identify the materials to be included in the Gradation Chart.
02
Collect the sieve sizes that will be used for the analysis.
03
Prepare a sample of the material to be tested.
04
Sieve the sample through the selected sieves, starting from the largest to the smallest.
05
Record the weight of the material retained on each sieve.
06
Calculate the cumulative percentage of material passing through each sieve.
07
Plot the cumulative percentage against the sieve sizes on a graph.
08
Interpret the graph to analyze the gradation of the material.

Who needs Gradation Chart?

01
Civil engineers working on construction projects.
02
Geotechnical engineers assessing soil properties.
03
Environmental engineers evaluating aggregate materials.
04
Quality control specialists in aggregate production.
05
Architects designing structures that involve concrete or masonry.
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A Gradation Chart is a graphical representation that displays the distribution of particle sizes in a sample of material, typically used in construction and soil analysis.
Individuals or organizations involved in construction projects, especially those dealing with aggregate materials, are required to file a Gradation Chart to ensure compliance with project specifications.
To fill out a Gradation Chart, one must collect samples, sieve the material, record the weight of the retained material on each sieve, calculate the percentage passing through each sieve, and plot this data on the chart.
The purpose of a Gradation Chart is to assess the particle size distribution of aggregates, ensuring they meet specified gradation requirements for quality control in construction.
The Gradation Chart must report the sieve sizes, weight of material retained on each sieve, cumulative percentage retained, and cumulative percentage passing through each sieve.
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