Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-14
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 2024-04-27-29 AASHTO T27-14 Percentage 75 % Total WT 5063.1 g Fine Agg WT 499 g | 2 Reclaimed Asphalt Pavement 2024-04-27-30 AASHTO T30-19 Percentage 25 % Total WT 1583.3 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 |
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2" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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1½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 98 | 93 - 100 |
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½" |
498.0 | 90 | 67.6 | 230.1 | -0.1 | 85 | 21.3 | 89 | 90 | 84 - 96 |
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⅜" |
1,570.0 | 69 | 51.7 | 454.5 | -1 | 70 | 17.6 | 69 | 68 | - |
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No. 4 |
3,232.0 | 36 | 27.1 | 786.7 | -1 | 49 | 12.3 | 39 | 42 | 37 - 47 |
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No. 8 |
177.8 | 23 | 17.5 | 1,001.3 | -0.9 | 36 | 9.0 | 26 | 29 | 24 - 34 |
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No. 16 |
282.3 | 16 | 11.8 | 1,166.2 | -0.8 | 26 | 6.4 | 18 | 19 | - |
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No. 30 |
343.5 | 11 | 8.5 | 1,277.2 | -1.2 | 18 | 4.5 | 13 | 13 | 9 - 17 |
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No. 50 |
385.4 | 8 | 6.2 | 1,353.3 | -0.8 | 14 | 3.4 | 10 | 9 | - |
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No. 100 |
414.0 | 6 | 4.6 | 1,407.2 | -0.7 | 10 | 2.6 | 7 | 7 | - |
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No. 200 |
432.7 | 4.8 | 3.6 | 1,443.9 | -0.6 | 8.2 | 2.1 | 5.7 | 5 | 3 - 7 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: JMF 24-04-P02
Published By: Ward Jenkins
Published Date: 2024-08-16
Published Comment: JMF 24-04-P02
Report Comment: JMF 24-04-P02
Published By: Ward Jenkins
Published Date: 2024-08-16
Published Comment: JMF 24-04-P02