Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-19
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 2026-07-17-58 AASHTO T27-14 Percentage 76 % Total WT 5112.4 g Fine Agg WT 522.1 g | 2 Reclaimed Asphalt Pavement 2026-07-17-59 AASHTO T30-19 Percentage 24 % Total WT 1945.7 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" |
167.0 | 97 | 73.5 | 0.0 | 0 | 100 | 24.0 | 98 | 93 | 88 - 98 |
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½" |
1,041.0 | 80 | 60.5 | 0.0 | 0 | 100 | 24.0 | 85 | 81 | 75 - 87 |
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⅜" |
1,608.0 | 69 | 52.1 | 27.2 | 0 | 99 | 23.7 | 76 | 76 | - |
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No. 4 |
3,290.0 | 36 | 27.1 | 503.9 | 0 | 74 | 17.8 | 45 | 49 | 44 - 54 |
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No. 8 |
193.0 | 22 | 17.1 | 909.8 | 0 | 53 | 12.8 | 30 | 29 | 24 - 34 |
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No. 16 |
295.4 | 15 | 11.8 | 1,190.4 | 0 | 39 | 9.3 | 21 | 20 | - |
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No. 30 |
356.5 | 11 | 8.6 | 1,388.1 | 0 | 29 | 6.9 | 15 | 14 | 10 - 18 |
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No. 50 |
399.7 | 8 | 6.4 | 1,543.5 | 0 | 21 | 5.0 | 11 | 11 | - |
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No. 100 |
433.9 | 6 | 4.6 | 1,659.0 | 0 | 15 | 3.5 | 8 | 8 | - |
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No. 200 |
457.0 | 4.4 | 3.4 | 1,732.2 | 0 | 11.0 | 2.6 | 6.0 | 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: 2026-07-29
Published Comment: Combined Gradation meets specifications
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-29
Published Comment: Combined Gradation meets specifications