Combined Gradation Report
Report Name: JMF 24-09-007
Report ID: Combined Gradation-2025-04-3
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 2024-06-17-108 AASHTO T27-14 Percentage 79.2 % Total WT 5086.7 g Fine Agg WT 505.6 g | 2 Reclaimed Asphalt Pavement 2024-06-17-110 AASHTO T30-19 Percentage 20.8 % Total WT 1517.5 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" |
76.0 | 99 | 78.0 | 0.0 | 0 | 100 | 20.8 | 99 | 98 | 93 - 100 |
|
½" |
1,021.0 | 80 | 63.3 | 0.0 | 0 | 100 | 20.8 | 84 | 84 | 78 - 90 |
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⅜" |
1,656.0 | 67 | 53.4 | 5.4 | -0.8 | 99 | 20.6 | 74 | 74 | - |
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No. 4 |
3,105.0 | 39 | 30.9 | 423.7 | -1.5 | 71 | 14.7 | 46 | 46 | 41 - 51 |
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No. 8 |
209.2 | 23 | 18.1 | 808.2 | -0.1 | 47 | 9.7 | 28 | 29 | 24 - 34 |
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No. 16 |
316.4 | 15 | 11.5 | 998.1 | 0.1 | 34 | 7.1 | 19 | 19 | - |
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No. 30 |
373.7 | 10 | 8.0 | 1,121.9 | 0.2 | 26 | 5.5 | 14 | 14 | 10 - 18 |
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No. 50 |
407.0 | 8 | 6.0 | 1,215.0 | -0.3 | 20 | 4.1 | 10 | 10 | - |
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No. 100 |
428.1 | 6 | 4.7 | 1,287.5 | -0.8 | 14 | 3.0 | 8 | 8 | - |
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No. 200 |
442.7 | 4.8 | 3.8 | 1,345.6 | -0.9 | 10.4 | 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: "70,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-04-10
Published Comment: JMF 24-09-007
Report Comment: "70,000-ton milestone"
Published By: Ward Jenkins
Published Date: 2025-04-10
Published Comment: JMF 24-09-007