Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-12-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-62)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-10-30-66 AASHTO T27-14 Percentage 85 % Total WT 5080.3 g Fine Agg WT 513.5 g | 2 Reclaimed Asphalt Pavement 2025-10-30-67 AASHTO T30-19 Percentage 15 % Total WT 1527.5 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 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1½" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 100 | 100 - 100 |
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¾" |
63.0 | 99 | 83.9 | 0.0 | 0 | 100 | 15.0 | 99 | 96 | 91 - 100 |
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½" |
642.0 | 87 | 74.3 | 0.0 | 0 | 100 | 15.0 | 89 | 86 | 80 - 92 |
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⅜" |
1,151.0 | 77 | 65.7 | 13.7 | -1.1 | 98 | 14.7 | 80 | 76 | - |
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No. 4 |
2,399.0 | 53 | 44.9 | 348.8 | 2.3 | 79 | 11.9 | 57 | 53 | 48 - 58 |
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No. 8 |
194.1 | 33 | 27.9 | 649.1 | -1.3 | 56 | 8.4 | 36 | 34 | 29 - 39 |
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No. 16 |
305.3 | 21 | 18.2 | 861.1 | -1.4 | 42 | 6.3 | 25 | 23 | - |
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No. 30 |
370.1 | 15 | 12.5 | 1,013.5 | -1 | 33 | 4.9 | 17 | 16 | 12 - 20 |
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No. 50 |
412.5 | 10 | 8.8 | 1,149.4 | 0 | 25 | 3.7 | 13 | 11 | - |
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No. 100 |
448.4 | 7 | 5.7 | 1,257.7 | -0.3 | 17 | 2.6 | 8 | 7 | - |
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No. 200 |
470.9 | 4.4 | 3.7 | 1,332.1 | 0.9 | 13.7 | 2.1 | 5.8 | 4.7 | 2.7 - 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-12-01
Published Comment: JMF3511-22-2025-62
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-12-01
Published Comment: JMF3511-22-2025-62