Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-12-6
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-62)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-11-04-59 AASHTO T27-14 Percentage 85 % Total WT 5087.7 g Fine Agg WT 519.4 g | 2 Reclaimed Asphalt Pavement 2025-11-04-60 AASHTO T30-19 Percentage 15 % Total WT 1536.7 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 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1½" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 96 | 91 - 100 |
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½" |
573.0 | 89 | 75.4 | 0.0 | 0 | 100 | 15.0 | 90 | 86 | 80 - 92 |
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⅜" |
1,187.0 | 77 | 65.2 | 25.3 | -1.1 | 97 | 14.6 | 80 | 76 | - |
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No. 4 |
2,519.0 | 50 | 42.9 | 518.1 | 2.3 | 69 | 10.3 | 53 | 53 | 48 - 58 |
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No. 8 |
200.3 | 31 | 26.4 | 856.5 | -1.3 | 43 | 6.4 | 33 | 34 | 29 - 39 |
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No. 16 |
317.7 | 20 | 16.7 | 1,030.8 | -1.4 | 32 | 4.7 | 21 | 23 | - |
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No. 30 |
383.6 | 13 | 11.2 | 1,143.0 | -1 | 25 | 3.7 | 15 | 16 | 12 - 20 |
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No. 50 |
424.7 | 9 | 7.8 | 1,239.7 | 0 | 19 | 2.9 | 11 | 11 | - |
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No. 100 |
458.6 | 6 | 5.0 | 1,317.5 | -0.3 | 14 | 2.1 | 7 | 7 | - |
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No. 200 |
480.0 | 3.8 | 3.3 | 1,383.4 | 0.9 | 10.9 | 1.6 | 4.9 | 4.7 | 2.7 - 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-12-01
Published Comment: JMF3511-22-2025-62
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-12-01
Published Comment: JMF3511-22-2025-62