Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-17
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2025-42)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-15-66 AASHTO T27-14 Percentage 79 % Total WT 2080.2 g Fine Agg WT 514.2 g | 2 Reclaimed Asphalt Pavement 2026-07-15-67 AASHTO T30-19 Percentage 21 % Total WT 1425.1 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 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1½" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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¾" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | 100 | 100 - 100 |
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½" |
156.6 | 92 | 73.1 | 0.0 | 0.2 | 100 | 21.0 | 94 | 95 | 90 - 100 |
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⅜" |
425.7 | 80 | 62.8 | 18.4 | 0.9 | 100 | 20.9 | 84 | 85 | 80 - 90 |
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No. 4 |
1,131.1 | 46 | 36.0 | 347.1 | 4.1 | 80 | 16.7 | 53 | 58 | 53 - 63 |
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No. 8 |
154.0 | 32 | 25.2 | 637.0 | 2.7 | 58 | 12.2 | 37 | 35 | 30 - 40 |
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No. 16 |
272.9 | 21 | 16.9 | 843.1 | 1.4 | 42 | 8.9 | 26 | 22 | - |
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No. 30 |
342.8 | 15 | 12.0 | 996.5 | 0.8 | 31 | 6.5 | 18 | 16 | 12 - 20 |
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No. 50 |
390.9 | 11 | 8.6 | 1,115.6 | 0.1 | 22 | 4.6 | 13 | 11 | - |
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No. 100 |
424.6 | 8 | 6.3 | 1,202.8 | -0.3 | 15 | 3.2 | 9 | 8 | - |
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No. 200 |
446.5 | 6.0 | 4.7 | 1,258.9 | -0.3 | 11.4 | 2.4 | 7.1 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation meets specifications.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation meets specifications.