Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-36
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-14-64 AASHTO T27-14 Percentage 75 % Total WT 2243 g Fine Agg WT 522.3 g | 2 Reclaimed Asphalt Pavement 2025-07-14-65 AASHTO T30-19 Percentage 25 % Total WT 1600.7 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 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 |
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1½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 |
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1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 |
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¾" |
0.0 | 100 | 75.0 | 41.9 | 0 | 97 | 24.3 | 99 |
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½" |
170.4 | 92 | 69.3 | 199.8 | -0.1 | 87 | 21.9 | 91 |
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⅜" |
446.1 | 80 | 60.1 | 400.7 | -1 | 74 | 18.5 | 79 |
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No. 4 |
1,016.8 | 55 | 41.0 | 773.0 | -1 | 51 | 12.7 | 54 |
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No. 8 |
180.3 | 36 | 26.8 | 1,010.9 | -0.9 | 36 | 9.0 | 36 |
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No. 16 |
291.6 | 24 | 18.1 | 1,174.9 | -0.8 | 26 | 6.5 | 25 |
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No. 30 |
362.7 | 17 | 12.5 | 1,288.9 | -1.2 | 18 | 4.6 | 17 |
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No. 50 |
410.9 | 12 | 8.7 | 1,370.5 | -0.8 | 14 | 3.4 | 12 |
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No. 100 |
444.7 | 8 | 6.1 | 1,425.2 | -0.7 | 10 | 2.6 | 9 |
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No. 200 |
464.6 | 6.0 | 4.5 | 1,463.6 | -0.6 | 8.0 | 2.0 | 6.5 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-31
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-31
Published Comment: