Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-20
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-09-03-49 AASHTO T27-14 Percentage 76.4 % Total WT 5236.6 g Fine Agg WT 515.2 g | 2 Reclaimed Asphalt Pavement 2024-09-03-50 AASHTO T30-19 Percentage 23.6 % Total WT 1462.1 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 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
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1½" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
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1" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | 100 | 100 - 100 |
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¾" |
31.0 | 99 | 75.9 | 0.0 | 0 | 100 | 23.6 | 100 | 98 | 93 - 100 |
|
½" |
892.0 | 83 | 63.4 | 0.0 | 0 | 100 | 23.6 | 87 | 86 | 80 - 92 |
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⅜" |
1,432.0 | 73 | 55.5 | 15.0 | -1.3 | 98 | 23.1 | 79 | 75 | - |
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No. 4 |
3,368.0 | 36 | 27.3 | 449.4 | 2 | 71 | 16.8 | 44 | 49 | 44 - 54 |
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No. 8 |
245.7 | 19 | 14.3 | 757.1 | 1.3 | 50 | 11.7 | 26 | 31 | 26 - 36 |
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No. 16 |
350.7 | 11 | 8.7 | 961.8 | 0 | 34 | 8.1 | 17 | 20 | - |
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No. 30 |
409.9 | 7 | 5.6 | 1,100.1 | -0.7 | 24 | 5.7 | 11 | 14 | 10 - 18 |
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No. 50 |
443.7 | 5 | 3.8 | 1,198.3 | -2.7 | 15 | 3.6 | 7 | 10 | - |
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No. 100 |
464.2 | 4 | 2.7 | 1,264.7 | -3 | 11 | 2.5 | 5 | 8 | - |
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No. 200 |
477.5 | 2.6 | 2.0 | 1,307.6 | -2.9 | 7.7 | 1.8 | 3.8 | 5.3 | 3.3 - 7.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-12
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-12
Published Comment: