Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-09-13
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2026-58)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-08-24-71 AASHTO T27-14 Percentage 76.4 % Total WT 5094.1 g Fine Agg WT 516.9 g | 2 Reclaimed Asphalt Pavement 2026-08-24-72 AASHTO T30-19 Percentage 23.6 % Total WT 1558.5 g Correction Factor: Yes |
Combined Gradation 100 % |
Target Value |
Specification Limits (Target Value ± Tolerance) | |||||
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Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
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% PASS |
% 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 | 100 | 100 - 100 |
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¾" |
173.0 | 97 | 73.8 | 0.0 | 0 | 100 | 23.6 | 97 | 98 | 93 - 100 |
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½" |
1,122.0 | 78 | 59.6 | 0.0 | 0 | 100 | 23.6 | 83 | 84 | 78 - 90 |
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⅜" |
1,758.0 | 65 | 50.0 | 6.9 | 0 | 100 | 23.5 | 74 | 73 | - |
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No. 4 |
3,036.0 | 40 | 30.9 | 346.1 | -0.6 | 77 | 18.2 | 49 | 49 | 44 - 54 |
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No. 8 |
231.3 | 22 | 17.1 | 637.9 | -0.9 | 58 | 13.7 | 31 | 34 | 29 - 39 |
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No. 16 |
340.0 | 14 | 10.6 | 876.3 | -0.8 | 43 | 10.1 | 21 | 24 | - |
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No. 30 |
403.8 | 9 | 6.8 | 1,060.2 | -0.6 | 31 | 7.4 | 14 | 17 | 13 - 21 |
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No. 50 |
441.3 | 6 | 4.5 | 1,199.8 | -0.5 | 23 | 5.3 | 10 | 12 | - |
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No. 100 |
461.4 | 4 | 3.3 | 1,297.9 | -0.9 | 16 | 3.7 | 7 | 8 | - |
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No. 200 |
472.8 | 3.4 | 2.6 | 1,359.6 | -0.9 | 11.9 | 2.8 | 5.4 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-14
Published Comment: Combined Gradation Report meets SPECS
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-14
Published Comment: Combined Gradation Report meets SPECS