Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-05-4
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 2024-04-22-109 AASHTO T27-14 Percentage 76 % Total WT 5164 g Fine Agg WT 499.2 g | 2 Reclaimed Asphalt Pavement 2024-04-22-110 AASHTO T30-19 Percentage 24 % Total WT 1523.5 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 | 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 | 16.2 | 0 | 99 | 23.7 | 100 | 98 | 93 - 100 |
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½" |
492.0 | 90 | 68.8 | 90.4 | -0.1 | 94 | 22.6 | 91 | 90 | 84 - 96 |
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⅜" |
1,544.0 | 70 | 53.3 | 226.5 | -1 | 84 | 20.2 | 73 | 68 | - |
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No. 4 |
3,138.0 | 39 | 29.8 | 604.8 | -1 | 59 | 14.2 | 44 | 42 | 37 - 47 |
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No. 8 |
173.1 | 26 | 19.5 | 887.2 | -0.9 | 41 | 9.8 | 29 | 29 | 24 - 34 |
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No. 16 |
279.2 | 17 | 13.1 | 1,066.0 | -0.8 | 29 | 7.0 | 20 | 19 | - |
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No. 30 |
345.1 | 12 | 9.2 | 1,180.3 | -1.2 | 21 | 5.1 | 14 | 13 | 9 - 17 |
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No. 50 |
387.1 | 9 | 6.7 | 1,266.2 | -0.8 | 16 | 3.9 | 11 | 9 | - |
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No. 100 |
416.1 | 7 | 5.0 | 1,328.6 | -0.7 | 12 | 2.9 | 8 | 7 | - |
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No. 200 |
435.6 | 5.0 | 3.8 | 1,374.0 | -0.6 | 9.2 | 2.2 | 6.0 | 5 | 3 - 7 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: JMF 24-04-P01
Published By: Ward Jenkins
Published Date: 2024-05-30
Published Comment: JMF 24-04-P01
Report Comment: JMF 24-04-P01
Published By: Ward Jenkins
Published Date: 2024-05-30
Published Comment: JMF 24-04-P01