Combined Gradation Report
Report Name: JMF 24-09-002
Report ID: Combined Gradation-2024-12-11
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 2024-05-20-177 AASHTO T27-14 Percentage 79.2 % Total WT 5043 g Fine Agg WT 498.9 g | 2 Reclaimed Asphalt Pavement 2024-05-20-178 AASHTO T30-19 Percentage 20.8 % Total WT 1596.8 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 | - | |
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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" |
34.0 | 99 | 78.7 | 0.0 | 0 | 100 | 20.8 | 99 | 98 | 93 - 100 |
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½" |
1,317.0 | 74 | 58.5 | 0.0 | 0 | 100 | 20.8 | 79 | 84 | 78 - 90 |
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⅜" |
1,749.0 | 65 | 51.7 | 22.2 | -0.8 | 98 | 20.3 | 72 | 74 | - |
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No. 4 |
3,135.0 | 38 | 30.0 | 583.7 | -1.5 | 62 | 12.9 | 43 | 46 | 41 - 51 |
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No. 8 |
202.1 | 23 | 17.8 | 952.2 | -0.1 | 40 | 8.4 | 26 | 29 | 24 - 34 |
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No. 16 |
313.5 | 14 | 11.1 | 1,142.7 | 0.1 | 29 | 5.9 | 17 | 19 | - |
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No. 30 |
375.6 | 9 | 7.4 | 1,254.0 | 0.2 | 22 | 4.5 | 12 | 14 | 10 - 18 |
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No. 50 |
411.2 | 7 | 5.3 | 1,333.4 | -0.3 | 16 | 3.4 | 9 | 10 | - |
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No. 100 |
433.3 | 5 | 3.9 | 1,397.7 | -0.8 | 12 | 2.4 | 6 | 8 | - |
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No. 200 |
447.4 | 3.9 | 3.1 | 1,439.6 | -0.9 | 8.9 | 1.9 | 5.0 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "20,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2024-12-24
Published Comment: JMF 24-09-002, "20,000-ton milestone"
Report Comment: "20,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2024-12-24
Published Comment: JMF 24-09-002, "20,000-ton milestone"