Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-10-22
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 2025-10-13-21 AASHTO T27-14 Percentage 85 % Total WT 5080.2 g Fine Agg WT 521.1 g | 2 Reclaimed Asphalt Pavement 2025-10-13-22 AASHTO T30-19 Percentage 15 % Total WT 1547.2 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" |
141.0 | 97 | 82.6 | 0.0 | 0 | 100 | 15.0 | 98 | 96 | 91 - 100 |
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½" |
939.0 | 82 | 69.3 | 0.0 | 0 | 100 | 15.0 | 84 | 86 | 80 - 92 |
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⅜" |
1,392.0 | 73 | 61.7 | 74.1 | -1.1 | 94 | 14.1 | 76 | 76 | - |
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No. 4 |
2,628.0 | 48 | 41.0 | 545.4 | -2.3 | 62 | 9.4 | 50 | 53 | 48 - 58 |
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No. 8 |
182.7 | 31 | 26.6 | 825.9 | -1.3 | 45 | 6.8 | 33 | 34 | 29 - 39 |
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No. 16 |
294.7 | 21 | 17.8 | 1,005.5 | -1.4 | 34 | 5.0 | 23 | 23 | - |
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No. 30 |
368.0 | 14 | 12.1 | 1,129.3 | -1 | 26 | 3.9 | 16 | 16 | 12 - 20 |
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No. 50 |
417.9 | 10 | 8.1 | 1,231.2 | 0 | 20 | 3.1 | 11 | 11 | - |
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No. 100 |
457.0 | 6 | 5.0 | 1,314.7 | -0.3 | 15 | 2.2 | 7 | 7 | - |
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No. 200 |
479.2 | 3.9 | 3.3 | 1,387.2 | 0.9 | 11.2 | 1.7 | 5.0 | 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: 2025-10-23
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-23
Published Comment: