Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-08-4
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-22-56 AASHTO T27-14 Percentage 78 % Total WT 5012.6 g Fine Agg WT 512.2 g | 2 Reclaimed Asphalt Pavement 2026-07-22-57 AASHTO T30-19 Percentage 22 % Total WT 1499.1 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 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 |
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1½" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 |
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1" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 |
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¾" |
32.0 | 99 | 77.5 | 0.0 | 0 | 100 | 22.0 | 100 |
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½" |
866.0 | 83 | 64.5 | 0.0 | 0 | 100 | 22.0 | 87 |
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⅜" |
1,383.0 | 72 | 56.5 | 135.4 | -0.2 | 91 | 20.0 | 76 |
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No. 4 |
2,991.0 | 40 | 31.5 | 615.4 | 0.3 | 59 | 13.0 | 44 |
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No. 8 |
174.9 | 27 | 20.7 | 858.6 | -0.1 | 43 | 9.4 | 30 |
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No. 16 |
276.8 | 19 | 14.5 | 1,019.5 | -0.5 | 31 | 6.9 | 21 |
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No. 30 |
337.4 | 14 | 10.7 | 1,133.1 | -0.6 | 24 | 5.2 | 16 |
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No. 50 |
379.1 | 10 | 8.2 | 1,225.3 | 0.1 | 18 | 4.0 | 12 |
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No. 100 |
413.1 | 8 | 6.1 | 1,297.0 | -0.1 | 13 | 2.9 | 9 |
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No. 200 |
439.5 | 5.7 | 4.5 | 1,348.1 | -0.1 | 10.0 | 2.2 | 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-04
Published Comment: Combined Gradation meets Specification
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-04
Published Comment: Combined Gradation meets Specification