Combined Gradation Report
Report Name: JMF 24-12-P04
Report ID: Combined Gradation-2025-06-12
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-2)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-05-14-69 AASHTO T27-14 Percentage 78 % Total WT 5229.8 g Fine Agg WT 516.8 g | 2 Reclaimed Asphalt Pavement 2025-05-14-70 AASHTO T30-19 Percentage 22 % Total WT 1497.4 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 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | - | |
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1½" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | - | |
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1" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 78.0 | 0.0 | 0 | 100 | 22.0 | 100 | 98 | 93 - 100 |
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½" |
687.0 | 87 | 67.8 | 0.0 | 0 | 100 | 22.0 | 90 | 85 | 79 - 91 |
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⅜" |
1,383.0 | 74 | 57.4 | 17.1 | -0.2 | 99 | 21.7 | 79 | 75 | - |
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No. 4 |
3,126.0 | 40 | 31.4 | 363.8 | 0.3 | 76 | 16.7 | 48 | 47 | 42 - 52 |
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No. 8 |
212.8 | 24 | 18.5 | 660.9 | -0.1 | 56 | 12.3 | 31 | 31 | 26 - 36 |
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No. 16 |
321.2 | 15 | 11.9 | 862.0 | -0.5 | 42 | 9.2 | 21 | 21 | - |
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No. 30 |
382.4 | 10 | 8.2 | 1,004.1 | -0.6 | 32 | 7.1 | 15 | 15 | 11 - 19 |
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No. 50 |
420.1 | 8 | 5.9 | 1,123.2 | 0.1 | 25 | 5.5 | 11 | 11 | - |
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No. 100 |
444.9 | 6 | 4.4 | 1,226.8 | -0.1 | 18 | 4.0 | 8 | 8 | - |
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No. 200 |
459.4 | 4.5 | 3.5 | 1,303.0 | -0.1 | 12.9 | 2.8 | 6.3 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-06-17
Published Comment: JMF 24-12-P04, Combined gradation is passing.
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-06-17
Published Comment: JMF 24-12-P04, Combined gradation is passing.