Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-06-16
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-47)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-06-17-100 AASHTO T27-14 Percentage 75 % Total WT 2031.4 g Fine Agg WT 510.7 g | 2 Reclaimed Asphalt Pavement 2025-06-17-101 AASHTO T30-19 Percentage 25 % Total WT 1542.4 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 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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1½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
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½" |
97.8 | 95 | 71.4 | 0.0 | 0 | 100 | 25.0 | 96 | 96 | 91 - 100 |
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⅜" |
368.4 | 82 | 61.4 | 58.6 | -0.2 | 96 | 24.0 | 85 | 83 | 78 - 88 |
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No. 4 |
1,006.6 | 50 | 37.8 | 459.0 | 1.3 | 72 | 17.9 | 56 | 52 | 47 - 57 |
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No. 8 |
205.5 | 30 | 22.6 | 754.9 | 2.8 | 54 | 13.5 | 36 | 35 | 30 - 40 |
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No. 16 |
315.8 | 19 | 14.4 | 960.1 | 3.2 | 41 | 10.2 | 25 | 23 | - |
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No. 30 |
380.9 | 13 | 9.6 | 1,092.7 | 2.3 | 31 | 7.9 | 17 | 16 | 12 - 20 |
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No. 50 |
421.8 | 9 | 6.6 | 1,199.8 | 1.3 | 24 | 5.9 | 12 | 11 | - |
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No. 100 |
448.0 | 6 | 4.6 | 1,287.4 | 0.8 | 17 | 4.3 | 9 | 8 | - |
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No. 200 |
464.1 | 4.6 | 3.5 | 1,352.5 | 0.4 | 12.7 | 3.2 | 6.7 | 5.9 | 3.9 - 7.9 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-06-26
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-06-26
Published Comment: