Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-13
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-14-98 AASHTO T27-14 Percentage 76.4 % Total WT 5121.1 g Fine Agg WT 517 g | 2 Reclaimed Asphalt Pavement 2026-07-14-99 AASHTO T30-19 Percentage 23.6 % Total WT 1571.7 g Correction Factor: Yes |
Combined Gradation 100 % |
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Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
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2" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 |
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1½" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 |
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1" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 |
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¾" |
52.0 | 99 | 75.6 | 0.0 | 0 | 100 | 23.6 | 99 |
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½" |
795.0 | 84 | 64.5 | 0.0 | 0 | 100 | 23.6 | 88 |
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⅜" |
1,388.0 | 73 | 55.7 | 16.2 | -1.3 | 98 | 23.0 | 79 |
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No. 4 |
3,166.0 | 38 | 29.2 | 480.1 | 2 | 71 | 16.9 | 46 |
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No. 8 |
255.0 | 19 | 14.8 | 835.2 | 1.3 | 48 | 11.4 | 26 |
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No. 16 |
358.8 | 12 | 8.9 | 1,057.5 | 0 | 33 | 7.7 | 17 |
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No. 30 |
411.6 | 8 | 5.9 | 1,197.4 | -0.7 | 23 | 5.5 | 11 |
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No. 50 |
440.4 | 6 | 4.3 | 1,289.7 | -2.7 | 15 | 3.6 | 8 |
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No. 100 |
459.5 | 4 | 3.2 | 1,353.9 | -3 | 11 | 2.6 | 6 |
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No. 200 |
472.6 | 3.3 | 2.5 | 1,399.8 | -2.9 | 8.0 | 1.9 | 4.4 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-27
Published Comment: Gradation appears to be light on the #4 and #8 sieve.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-27
Published Comment: Gradation appears to be light on the #4 and #8 sieve.