Combined Gradation Report
Report Name: JMF 24-09-004
Report ID: Combined Gradation-2025-03-3
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 2024-06-06-142 AASHTO T27-14 Percentage 79.2 % Total WT 5078 g Fine Agg WT 522.7 g | 2 Reclaimed Asphalt Pavement 2024-06-06-143 AASHTO T30-19 Percentage 20.8 % Total WT 1550.7 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
|
% 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" |
21.0 | 100 | 78.9 | 0.0 | 0 | 100 | 20.8 | 100 | 98 | 93 - 100 |
|
½" |
722.0 | 86 | 67.9 | 0.0 | 0 | 100 | 20.8 | 89 | 84 | 78 - 90 |
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⅜" |
1,343.0 | 74 | 58.3 | 14.7 | -0.8 | 98 | 20.4 | 79 | 74 | - |
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No. 4 |
2,952.0 | 42 | 33.2 | 471.4 | -1.5 | 68 | 14.2 | 47 | 46 | 41 - 51 |
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No. 8 |
226.6 | 24 | 18.8 | 813.1 | -0.1 | 47 | 9.9 | 29 | 29 | 24 - 34 |
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No. 16 |
336.0 | 15 | 11.8 | 1,015.1 | 0.1 | 35 | 7.2 | 19 | 19 | - |
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No. 30 |
391.7 | 10 | 8.3 | 1,146.8 | 0.2 | 26 | 5.5 | 14 | 14 | 10 - 18 |
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No. 50 |
425.0 | 8 | 6.2 | 1,241.8 | -0.3 | 20 | 4.1 | 10 | 10 | - |
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No. 100 |
447.7 | 6 | 4.8 | 1,314.4 | -0.8 | 14 | 3.0 | 8 | 8 | - |
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No. 200 |
463.1 | 4.8 | 3.8 | 1,371.0 | -0.9 | 10.7 | 2.2 | 6.0 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "40,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-03-10
Published Comment:
Report Comment: "40,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-03-10
Published Comment: