Combined Gradation Report
Report Name: JMF 24-09-006
Report ID: Combined Gradation-2025-04-2
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 2024-06-13-141 AASHTO T27-14 Percentage 79.2 % Total WT 5023.1 g Fine Agg WT 505 g | 2 Reclaimed Asphalt Pavement 2024-06-13-142 AASHTO T30-19 Percentage 20.8 % Total WT 1551.9 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" |
23.0 | 100 | 78.8 | 0.0 | 0 | 100 | 20.8 | 100 | 98 | 93 - 100 |
|
½" |
1,220.0 | 76 | 60.0 | 0.0 | 0 | 100 | 20.8 | 81 | 84 | 78 - 90 |
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⅜" |
1,758.0 | 65 | 51.5 | 7.1 | -0.8 | 99 | 20.5 | 72 | 74 | - |
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No. 4 |
3,148.0 | 37 | 29.6 | 457.1 | -1.5 | 69 | 14.4 | 44 | 46 | 41 - 51 |
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No. 8 |
212.9 | 22 | 17.1 | 803.8 | -0.1 | 48 | 10.0 | 27 | 29 | 24 - 34 |
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No. 16 |
317.3 | 14 | 11.0 | 1,020.3 | 0.1 | 34 | 7.1 | 18 | 19 | - |
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No. 30 |
373.5 | 10 | 7.7 | 1,156.5 | 0.2 | 26 | 5.3 | 13 | 14 | 10 - 18 |
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No. 50 |
407.9 | 7 | 5.7 | 1,250.9 | -0.3 | 19 | 4.0 | 10 | 10 | - |
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No. 100 |
430.6 | 5 | 4.4 | 1,320.6 | -0.8 | 14 | 2.9 | 7 | 8 | - |
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No. 200 |
445.7 | 4.4 | 3.5 | 1,372.6 | -0.9 | 10.7 | 2.2 | 5.7 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: "60,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-04-08
Published Comment: JMF 24-09-006
Report Comment: "60,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-04-08
Published Comment: JMF 24-09-006