Combined Gradation Report
Report Name: JMF 24-12-P03
Report ID: Combined Gradation-2025-05-16
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 2025-05-08-66 AASHTO T27-14 Percentage 78 % Total WT 5024.2 g Fine Agg WT 499.1 g | 2 Reclaimed Asphalt Pavement 2025-05-08-67 AASHTO T30-19 Percentage 22 % Total WT 1461.4 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
|
% 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" |
109.0 | 98 | 76.3 | 0.0 | 0 | 100 | 22.0 | 98 | 98 | 93 - 100 |
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½" |
1,159.0 | 77 | 60.0 | 0.0 | 0 | 100 | 22.0 | 82 | 85 | 79 - 91 |
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⅜" |
1,821.0 | 64 | 49.7 | 14.8 | -0.2 | 99 | 21.7 | 71 | 75 | - |
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No. 4 |
3,212.0 | 36 | 28.1 | 318.1 | 0.3 | 79 | 17.3 | 45 | 47 | 42 - 52 |
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No. 8 |
198.0 | 22 | 17.0 | 602.2 | -0.1 | 59 | 12.9 | 30 | 31 | 26 - 36 |
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No. 16 |
306.9 | 14 | 10.8 | 808.3 | -0.5 | 44 | 9.7 | 21 | 21 | - |
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No. 30 |
366.2 | 10 | 7.5 | 954.3 | -0.6 | 34 | 7.5 | 15 | 15 | 11 - 19 |
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No. 50 |
403.3 | 7 | 5.4 | 1,077.3 | 0.1 | 26 | 5.8 | 11 | 11 | - |
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No. 100 |
428.2 | 5 | 4.0 | 1,182.9 | -0.1 | 19 | 4.2 | 8 | 8 | - |
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No. 200 |
442.5 | 4.1 | 3.2 | 1,259.3 | -0.1 | 13.7 | 3.0 | 6.2 | 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: 2025-05-20
Published Comment: JMF 24-12-P03
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-05-20
Published Comment: JMF 24-12-P03