Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-35
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-41)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-21-25 AASHTO T27-14 Percentage 76 % Total WT 5174 g Fine Agg WT 510.2 g | 2 Reclaimed Asphalt Pavement 2025-07-21-26 AASHTO T30-19 Percentage 24 % Total WT 1560.2 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 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1½" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 100 | 100 - 100 |
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¾" |
408.0 | 92 | 70.0 | 0.0 | 0 | 100 | 24.0 | 94 | 93 | 88 - 98 |
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½" |
1,249.0 | 76 | 57.7 | 0.0 | 0.2 | 100 | 24.0 | 82 | 81 | 75 - 87 |
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⅜" |
1,383.0 | 73 | 55.7 | 14.1 | 0.9 | 100 | 24.0 | 80 | 76 | - |
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No. 4 |
2,810.0 | 46 | 34.7 | 470.9 | 4.1 | 74 | 17.7 | 52 | 49 | 44 - 54 |
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No. 8 |
207.3 | 27 | 20.6 | 802.9 | 2.7 | 51 | 12.3 | 33 | 29 | 24 - 34 |
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No. 16 |
316.1 | 17 | 13.2 | 1,002.8 | 1.4 | 37 | 8.9 | 22 | 20 | - |
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No. 30 |
376.0 | 12 | 9.1 | 1,137.2 | 0.8 | 28 | 6.7 | 16 | 14 | 10 - 18 |
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No. 50 |
415.4 | 8 | 6.5 | 1,244.1 | 0.1 | 20 | 4.9 | 11 | 11 | - |
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No. 100 |
444.8 | 6 | 4.5 | 1,326.2 | -0.3 | 15 | 3.5 | 8 | 8 | - |
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No. 200 |
462.8 | 4.2 | 3.2 | 1,383.1 | -0.3 | 11.1 | 2.7 | 5.9 | 6.2 | 4.2 - 8.2 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-31
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-31
Published Comment: