Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-18
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-41)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-15-68 AASHTO T27-14 Percentage 76 % Total WT 5107.2 g Fine Agg WT 514.1 g | 2 Reclaimed Asphalt Pavement 2026-07-15-69 AASHTO T30-19 Percentage 24 % Total WT 1559.5 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 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1½" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 100 | 100 - 100 |
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¾" |
261.0 | 95 | 72.1 | 0.0 | 0 | 100 | 24.0 | 96 | 93 | 88 - 98 |
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½" |
1,311.0 | 74 | 56.5 | 0.0 | 0.2 | 100 | 24.0 | 80 | 81 | 75 - 87 |
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⅜" |
2,092.0 | 59 | 44.9 | 28.8 | 0.9 | 99 | 23.8 | 69 | 76 | - |
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No. 4 |
3,852.0 | 25 | 18.7 | 551.3 | 4.1 | 69 | 16.5 | 35 | 49 | 44 - 54 |
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No. 8 |
178.9 | 16 | 12.2 | 850.4 | 2.7 | 48 | 11.6 | 24 | 29 | 24 - 34 |
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No. 16 |
281.8 | 11 | 8.4 | 1,031.9 | 1.4 | 35 | 8.5 | 17 | 20 | - |
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No. 30 |
339.7 | 8 | 6.3 | 1,159.5 | 0.8 | 26 | 6.3 | 13 | 14 | 10 - 18 |
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No. 50 |
379.7 | 6 | 4.9 | 1,262.2 | 0.1 | 19 | 4.6 | 9 | 11 | - |
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No. 100 |
411.9 | 5 | 3.7 | 1,345.1 | -0.3 | 13 | 3.2 | 7 | 8 | - |
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No. 200 |
434.6 | 3.8 | 2.9 | 1,401.4 | -0.3 | 9.8 | 2.4 | 5.3 | 6.2 | 4.2 - 8.2 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-29
Published Comment: Combined Gradation appears to be light on the #4 Sieve
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-29
Published Comment: Combined Gradation appears to be light on the #4 Sieve