Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-29
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 2025-07-22-55 AASHTO T27-14 Percentage 75 % Total WT 2032.6 g Fine Agg WT 508.1 g | 2 Reclaimed Asphalt Pavement 2025-07-22-56 AASHTO T30-19 Percentage 25 % Total WT 1528.1 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 | 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" |
70.5 | 97 | 72.4 | 0.0 | 0 | 100 | 25.0 | 97 | 96 | 91 - 100 |
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⅜" |
344.3 | 83 | 62.3 | 51.1 | -0.2 | 96 | 24.1 | 86 | 83 | 78 - 88 |
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No. 4 |
946.0 | 53 | 40.1 | 526.5 | 1.3 | 67 | 16.7 | 57 | 52 | 47 - 57 |
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No. 8 |
199.3 | 32 | 24.4 | 846.9 | 2.8 | 47 | 11.8 | 36 | 35 | 30 - 40 |
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No. 16 |
305.3 | 21 | 16.0 | 1,047.7 | 3.2 | 35 | 8.7 | 25 | 23 | - |
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No. 30 |
367.5 | 15 | 11.1 | 1,177.3 | 2.3 | 25 | 6.3 | 17 | 16 | 12 - 20 |
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No. 50 |
407.1 | 11 | 8.0 | 1,275.1 | 1.3 | 18 | 4.5 | 12 | 11 | - |
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No. 100 |
433.3 | 8 | 5.9 | 1,348.2 | 0.8 | 13 | 3.1 | 9 | 8 | - |
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No. 200 |
448.7 | 6.2 | 4.7 | 1,396.9 | 0.4 | 9.0 | 2.2 | 6.9 | 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: 2025-07-30
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-30
Published Comment: