Combined Gradation Report
Report Name: JMF 24-04-001
Report ID: Combined Gradation-2024-06-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-37)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-04-24-92 AASHTO T27-14 Percentage 76 % Total WT 5579 g Fine Agg WT 518.4 g | 2 Reclaimed Asphalt Pavement 2024-04-24-93 AASHTO T30-19 Percentage 24 % Total WT 1601.7 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
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% PASS |
% PASS |
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2" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1½" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 98 | 93 - 100 |
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½" |
590.0 | 89 | 68.0 | 86.8 | -0.1 | 94 | 22.7 | 91 | 90 | 84 - 96 |
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⅜" |
1,714.0 | 69 | 52.7 | 237.0 | -1 | 84 | 20.2 | 73 | 68 | - |
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No. 4 |
3,493.0 | 37 | 28.4 | 612.6 | -1 | 61 | 14.6 | 43 | 42 | 37 - 47 |
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No. 8 |
176.5 | 25 | 18.7 | 895.2 | -0.9 | 43 | 10.4 | 29 | 29 | 24 - 34 |
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No. 16 |
280.0 | 17 | 13.1 | 1,093.4 | -0.8 | 31 | 7.4 | 20 | 19 | - |
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No. 30 |
344.0 | 13 | 9.6 | 1,226.6 | -1.2 | 22 | 5.3 | 15 | 13 | 9 - 17 |
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No. 50 |
387.8 | 9 | 7.2 | 1,324.5 | -0.8 | 17 | 4.0 | 11 | 9 | - |
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No. 100 |
418.2 | 7 | 5.5 | 1,398.9 | -0.7 | 12 | 2.9 | 8 | 7 | - |
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No. 200 |
438.8 | 5.7 | 4.4 | 1,454.7 | -0.6 | 8.6 | 2.1 | 6.5 | 5 | 3 - 7 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP SR
Published By: Ward Jenkins
Published Date: 2024-06-02
Published Comment: JMF 24-04-001
Report Comment: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP SR
Published By: Ward Jenkins
Published Date: 2024-06-02
Published Comment: JMF 24-04-001