Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-11-5
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 2024-10-17-65 AASHTO T27-14 Percentage 75 % Total WT 5235.4 g Fine Agg WT 520.4 g | 2 Reclaimed Asphalt Pavement 2024-10-17-66 AASHTO T30-19 Percentage 25 % Total WT 1648.8 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 | 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" |
690.1 | 87 | 65.1 | 142.6 | -0.1 | 91 | 22.8 | 88 | 90 | 84 - 96 |
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⅜" |
1,971.3 | 62 | 46.8 | 361.9 | -1 | 77 | 19.3 | 66 | 68 | - |
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No. 4 |
3,381.7 | 35 | 26.6 | 845.6 | -1 | 48 | 11.9 | 38 | 42 | 37 - 47 |
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No. 8 |
190.2 | 22 | 16.8 | 1,096.3 | -0.9 | 33 | 8.2 | 25 | 29 | 24 - 34 |
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No. 16 |
300.6 | 15 | 11.2 | 1,261.1 | -0.8 | 23 | 5.7 | 17 | 19 | - |
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No. 30 |
367.4 | 10 | 7.8 | 1,367.5 | -1.2 | 16 | 4.0 | 12 | 13 | 9 - 17 |
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No. 50 |
413.4 | 7 | 5.5 | 1,443.9 | -0.8 | 12 | 2.9 | 8 | 9 | - |
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No. 100 |
444.7 | 5 | 3.9 | 1,496.6 | -0.7 | 9 | 2.1 | 6 | 7 | - |
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No. 200 |
464.1 | 3.8 | 2.9 | 1,531.6 | -0.6 | 6.5 | 1.6 | 4.5 | 5 | 3 - 7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-11-04
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-11-04
Published Comment: