Combined Gradation Report
Report Name: JMF 24-12-P05
Report ID: Combined Gradation-2025-07-1
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 2025-05-29-92 AASHTO T27-14 Percentage 78 % Total WT 5039.5 g Fine Agg WT 507.5 g | 2 Reclaimed Asphalt Pavement 2025-05-29-93 AASHTO T30-19 Percentage 22 % Total WT 1537.2 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
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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" |
56.0 | 99 | 77.1 | 0.0 | 0 | 100 | 22.0 | 99 | 98 | 93 - 100 |
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½" |
921.0 | 82 | 63.7 | 0.0 | 0 | 100 | 22.0 | 86 | 85 | 79 - 91 |
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⅜" |
1,540.0 | 69 | 54.2 | 61.8 | -0.2 | 96 | 21.1 | 75 | 75 | - |
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No. 4 |
3,044.0 | 40 | 30.9 | 414.1 | 0.3 | 73 | 16.1 | 47 | 47 | 42 - 52 |
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No. 8 |
209.4 | 23 | 18.1 | 704.3 | -0.1 | 54 | 11.9 | 30 | 31 | 26 - 36 |
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No. 16 |
317.2 | 15 | 11.6 | 914.5 | -0.5 | 40 | 8.8 | 20 | 21 | - |
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No. 30 |
377.7 | 10 | 7.9 | 1,062.1 | -0.6 | 30 | 6.7 | 15 | 15 | 11 - 19 |
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No. 50 |
414.1 | 7 | 5.7 | 1,184.8 | 0.1 | 23 | 5.1 | 11 | 11 | - |
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No. 100 |
439.2 | 5 | 4.2 | 1,283.2 | -0.1 | 16 | 3.6 | 8 | 8 | - |
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No. 200 |
452.4 | 4.3 | 3.4 | 1,350.9 | -0.1 | 12.0 | 2.6 | 6.0 | 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: 2025-07-01
Published Comment: JMF 24-12-P05
Report Comment:
Published By: Ward Jenkins
Published Date: 2025-07-01
Published Comment: JMF 24-12-P05