Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-11-8
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 2025-10-23-44 AASHTO T27-14 Percentage 85 % Total WT 5053.9 g Fine Agg WT 523.2 g | 2 Reclaimed Asphalt Pavement 2025-10-23-46 AASHTO T30-19 Percentage 15 % Total WT 1562.1 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" |
165.0 | 97 | 82.2 | 0.0 | 0 | 100 | 15.0 | 97 | 96 | 91 - 100 |
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½" |
770.0 | 85 | 72.0 | 0.0 | 0 | 100 | 15.0 | 87 | 86 | 80 - 92 |
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⅜" |
1,246.0 | 75 | 64.0 | 71.4 | -1.1 | 94 | 14.1 | 78 | 76 | - |
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No. 4 |
2,579.0 | 49 | 41.6 | 649.5 | 2.3 | 61 | 9.1 | 51 | 53 | 48 - 58 |
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No. 8 |
196.2 | 31 | 26.0 | 918.9 | -1.3 | 40 | 6.0 | 32 | 34 | 29 - 39 |
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No. 16 |
311.1 | 20 | 16.9 | 1,059.6 | -1.4 | 31 | 4.6 | 21 | 23 | - |
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No. 30 |
378.2 | 14 | 11.5 | 1,157.8 | -1 | 25 | 3.7 | 15 | 16 | 12 - 20 |
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No. 50 |
425.2 | 9 | 7.8 | 1,250.8 | 0 | 20 | 3.0 | 11 | 11 | - |
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No. 100 |
463.0 | 6 | 4.8 | 1,333.3 | -0.3 | 14 | 2.2 | 7 | 7 | - |
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No. 200 |
484.9 | 3.6 | 3.0 | 1,401.2 | 0.9 | 11.2 | 1.7 | 4.7 | 4.7 | 2.7 - 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-11-12
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-11-12
Published Comment: