Combined Gradation Report
Report Name: JMF 24-09-005
Report ID: Combined Gradation-2025-03-5
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-65)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-06-10-97 AASHTO T27-14 Percentage 79.2 % Total WT 5042 g Fine Agg WT 501.8 g | 2 Reclaimed Asphalt Pavement 2024-06-10-98 AASHTO T30-19 Percentage 20.8 % Total WT 1417.9 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 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
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1½" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
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1" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | 100 | 100 - 100 |
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¾" |
22.0 | 100 | 78.9 | 0.0 | 0 | 100 | 20.8 | 100 | 98 | 93 - 100 |
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½" |
936.0 | 81 | 64.5 | 0.0 | 0 | 100 | 20.8 | 85 | 84 | 78 - 90 |
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⅜" |
1,495.0 | 70 | 55.7 | 19.8 | -0.8 | 98 | 20.3 | 76 | 74 | - |
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No. 4 |
2,899.0 | 43 | 33.7 | 466.0 | -1.5 | 66 | 13.7 | 47 | 46 | 41 - 51 |
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No. 8 |
217.3 | 24 | 19.1 | 766.0 | -0.1 | 46 | 9.5 | 29 | 29 | 24 - 34 |
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No. 16 |
321.6 | 15 | 12.1 | 955.7 | 0.1 | 33 | 6.8 | 19 | 19 | - |
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No. 30 |
377.6 | 11 | 8.3 | 1,072.4 | 0.2 | 25 | 5.1 | 13 | 14 | 10 - 18 |
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No. 50 |
409.7 | 8 | 6.2 | 1,155.5 | -0.3 | 18 | 3.8 | 10 | 10 | - |
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No. 100 |
430.2 | 6 | 4.8 | 1,217.2 | -0.8 | 13 | 2.8 | 8 | 8 | - |
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No. 200 |
444.4 | 4.9 | 3.9 | 1,265.4 | -0.9 | 9.9 | 2.0 | 5.9 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "50,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-03-24
Published Comment: JMF 24-09-005
Report Comment: "50,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-03-24
Published Comment: JMF 24-09-005