Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-24
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-16-59 AASHTO T27-14 Percentage 76.4 % Total WT 5100.7 g Fine Agg WT 523.3 g | 2 Reclaimed Asphalt Pavement 2025-07-16-60 AASHTO T30-19 Percentage 23.6 % Total WT 1508 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
|
% PASS |
% PASS |
|
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" |
114.0 | 98 | 74.7 | 0.0 | 0 | 100 | 23.6 | 98 | 98 | 93 - 100 |
|
½" |
1,140.0 | 78 | 59.3 | 0.0 | 0 | 100 | 23.6 | 83 | 86 | 80 - 92 |
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⅜" |
1,457.0 | 71 | 54.6 | 9.8 | -1.3 | 98 | 23.1 | 78 | 75 | - |
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No. 4 |
2,770.0 | 46 | 34.9 | 451.5 | 2 | 72 | 17.0 | 52 | 49 | 44 - 54 |
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No. 8 |
209.8 | 27 | 20.9 | 814.8 | 1.3 | 47 | 11.2 | 32 | 31 | 26 - 36 |
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No. 16 |
323.3 | 17 | 13.3 | 1,027.0 | 0 | 32 | 7.5 | 21 | 20 | - |
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No. 30 |
387.9 | 12 | 9.0 | 1,154.9 | -0.7 | 23 | 5.4 | 14 | 14 | 10 - 18 |
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No. 50 |
426.2 | 8 | 6.5 | 1,241.8 | -2.7 | 15 | 3.5 | 10 | 10 | - |
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No. 100 |
450.4 | 6 | 4.9 | 1,300.5 | -3 | 11 | 2.5 | 7 | 8 | - |
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No. 200 |
464.2 | 5.2 | 3.9 | 1,342.2 | -2.9 | 8.1 | 1.9 | 5.8 | 5.3 | 3.3 - 7.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-30
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-30
Published Comment: