Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-5
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-16)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-06-26-57 AASHTO T27-14 Percentage 85 % Total WT 5018.7 g Fine Agg WT 509.7 g | 2 Reclaimed Asphalt Pavement 2025-06-26-58 AASHTO T30-19 Percentage 15 % Total WT 1514.8 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" |
78.0 | 98 | 83.7 | 0.0 | 0 | 100 | 15.0 | 99 | 98 | 93 - 100 |
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½" |
1,246.0 | 75 | 63.9 | 87.6 | -0.1 | 94 | 14.1 | 78 | 82 | 76 - 88 |
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⅜" |
1,922.0 | 62 | 52.4 | 227.7 | -0.2 | 85 | 12.7 | 65 | 69 | - |
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No. 4 |
2,989.0 | 40 | 34.4 | 668.4 | -0.4 | 55 | 8.3 | 43 | 46 | 41 - 51 |
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No. 8 |
182.6 | 26 | 22.1 | 921.7 | 0.5 | 40 | 5.9 | 28 | 30 | 25 - 35 |
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No. 16 |
294.7 | 17 | 14.5 | 1,072.2 | -0.2 | 29 | 4.4 | 19 | 20 | - |
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No. 30 |
363.4 | 12 | 9.9 | 1,186.6 | -0.7 | 21 | 3.1 | 13 | 14 | 10 - 18 |
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No. 50 |
413.4 | 8 | 6.5 | 1,288.8 | -1 | 14 | 2.1 | 9 | 10 | - |
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No. 100 |
450.5 | 5 | 4.0 | 1,354.6 | -0.9 | 10 | 1.5 | 5 | 6 | - |
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No. 200 |
471.9 | 3.0 | 2.5 | 1,393.4 | -0.8 | 7.2 | 1.1 | 3.6 | 4 | 2 - 6 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-02
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-02
Published Comment: