Combined Gradation Report
Report Name: JMF 24-09-P01
Report ID: Combined Gradation-2024-11-6
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 2024-05-13-110 AASHTO T27-14 Percentage 79.2 % Total WT 5085.3 g Fine Agg WT 482.5 g | 2 Reclaimed Asphalt Pavement 2024-05-13-111 AASHTO T30-19 Percentage 20.8 % Total WT 1535.2 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 |
|
2" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | - | |
|
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" |
127.0 | 98 | 77.2 | 0.0 | 0 | 100 | 20.8 | 98 | 98 | 93 - 100 |
|
½" |
1,016.0 | 80 | 63.4 | 2.6 | 0 | 100 | 20.8 | 84 | 84 | 78 - 90 |
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⅜" |
1,701.0 | 67 | 52.7 | 14.2 | -0.8 | 98 | 20.4 | 73 | 74 | - |
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No. 4 |
3,080.0 | 39 | 31.2 | 372.9 | -1.5 | 74 | 15.4 | 47 | 46 | 41 - 51 |
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No. 8 |
199.8 | 23 | 18.3 | 732.1 | -0.1 | 52 | 10.9 | 29 | 29 | 24 - 34 |
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No. 16 |
311.3 | 14 | 11.1 | 970.5 | 0.1 | 37 | 7.7 | 19 | 19 | - |
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No. 30 |
365.5 | 10 | 7.6 | 1,123.7 | 0.2 | 27 | 5.6 | 13 | 14 | 10 - 18 |
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No. 50 |
397.5 | 7 | 5.5 | 1,227.7 | -0.3 | 20 | 4.1 | 10 | 10 | - |
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No. 100 |
417.9 | 5 | 4.2 | 1,299.2 | -0.8 | 15 | 3.0 | 7 | 8 | - |
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No. 200 |
431.7 | 4.2 | 3.3 | 1,350.1 | -0.9 | 11.2 | 2.3 | 5.6 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: JMF 24-09-P01
Published By: Ward Jenkins
Published Date: 2024-11-05
Published Comment: JMF24-09-P01
Report Comment: JMF 24-09-P01
Published By: Ward Jenkins
Published Date: 2024-11-05
Published Comment: JMF24-09-P01