Combined Gradation Report
Report Name: JMF 24-09-003
Report ID: Combined Gradation-2025-01-2
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 2024-05-23-113 AASHTO T27-14 Percentage 79.2 % Total WT 5017.5 g Fine Agg WT 516.4 g | 2 Reclaimed Asphalt Pavement 2024-05-23-114 AASHTO T30-19 Percentage 20.8 % Total WT 1561.8 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
|
% PASS |
% PASS |
|
2" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
|
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" |
54.0 | 99 | 78.3 | 0.0 | 0 | 100 | 20.8 | 99 | 98 | 93 - 100 |
|
½" |
1,128.0 | 78 | 61.4 | 0.0 | 0 | 100 | 20.8 | 82 | 84 | 78 - 90 |
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⅜" |
1,786.0 | 64 | 51.0 | 15.8 | -0.8 | 98 | 20.4 | 71 | 74 | - |
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No. 4 |
3,208.0 | 36 | 28.6 | 517.7 | -1.5 | 65 | 13.6 | 42 | 46 | 41 - 51 |
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No. 8 |
238.8 | 19 | 15.4 | 834.3 | -0.1 | 46 | 9.7 | 25 | 29 | 24 - 34 |
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No. 16 |
355.4 | 11 | 8.9 | 1,023.7 | 0.1 | 35 | 7.2 | 16 | 19 | - |
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No. 30 |
411.1 | 7 | 5.8 | 1,154.5 | 0.2 | 26 | 5.5 | 11 | 14 | 10 - 18 |
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No. 50 |
439.8 | 5 | 4.2 | 1,254.4 | -0.3 | 19 | 4.0 | 8 | 10 | - |
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No. 100 |
457.6 | 4 | 3.3 | 1,331.1 | -0.8 | 14 | 2.9 | 6 | 8 | - |
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No. 200 |
469.3 | 3.3 | 2.6 | 1,388.8 | -0.9 | 10.2 | 2.1 | 4.7 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "30,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-01-23
Published Comment: JMF 24-09-003, "30,000-ton milestone"
Report Comment: "30,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-01-23
Published Comment: JMF 24-09-003, "30,000-ton milestone"