Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-12-7
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 2025-11-06-74 AASHTO T27-14 Percentage 85 % Total WT 5074.6 g Fine Agg WT 519.6 g | 2 Reclaimed Asphalt Pavement 2025-11-06-75 AASHTO T30-19 Percentage 15 % Total WT 1534.5 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" |
31.0 | 99 | 84.5 | 0.0 | 0 | 100 | 15.0 | 99 | 96 | 91 - 100 |
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½" |
598.0 | 88 | 75.0 | 0.0 | 0 | 100 | 15.0 | 90 | 86 | 80 - 92 |
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⅜" |
1,222.0 | 76 | 64.5 | 45.7 | -1.1 | 96 | 14.4 | 79 | 76 | - |
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No. 4 |
2,628.0 | 48 | 41.0 | 605.2 | 2.3 | 63 | 9.4 | 50 | 53 | 48 - 58 |
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No. 8 |
210.2 | 29 | 24.4 | 907.9 | -1.3 | 40 | 5.9 | 30 | 34 | 29 - 39 |
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No. 16 |
323.3 | 18 | 15.5 | 1,065.1 | -1.4 | 29 | 4.4 | 20 | 23 | - |
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No. 30 |
390.7 | 12 | 10.2 | 1,166.8 | -1 | 23 | 3.4 | 14 | 16 | 12 - 20 |
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No. 50 |
428.9 | 8 | 7.2 | 1,256.6 | 0 | 18 | 2.7 | 10 | 11 | - |
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No. 100 |
460.1 | 6 | 4.7 | 1,331.2 | -0.3 | 13 | 1.9 | 7 | 7 | - |
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No. 200 |
479.6 | 3.7 | 3.2 | 1,390.1 | 0.9 | 10.3 | 1.5 | 4.7 | 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