Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-04-4
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 2025-04-14-32 AASHTO T27-14 Percentage 75 % Total WT 5121.5 g Fine Agg WT 507.8 g | 2 Reclaimed Asphalt Pavement 2025-04-14-33 AASHTO T30-19 Percentage 25 % Total WT 1961.1 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 |
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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 | 23.6 | 0 | 99 | 24.7 | 100 | 98 | 93 - 100 |
|
½" |
649.0 | 87 | 65.5 | 235.1 | -0.1 | 88 | 22.0 | 87 | 90 | 84 - 96 |
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⅜" |
2,103.0 | 59 | 44.2 | 504.3 | -1 | 73 | 18.3 | 63 | 68 | - |
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No. 4 |
3,439.0 | 33 | 24.6 | 974.0 | -1 | 49 | 12.3 | 37 | 42 | 37 - 47 |
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No. 8 |
179.1 | 21 | 15.9 | 1,251.0 | -0.9 | 35 | 8.8 | 25 | 29 | 24 - 34 |
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No. 16 |
283.7 | 14 | 10.9 | 1,446.6 | -0.8 | 25 | 6.4 | 17 | 19 | - |
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No. 30 |
345.9 | 10 | 7.9 | 1,577.5 | -1.2 | 18 | 4.6 | 12 | 13 | 9 - 17 |
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No. 50 |
389.0 | 8 | 5.8 | 1,675.1 | -0.8 | 14 | 3.4 | 9 | 9 | - |
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No. 100 |
419.8 | 6 | 4.3 | 1,744.7 | -0.7 | 10 | 2.6 | 7 | 7 | - |
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No. 200 |
440.5 | 4.4 | 3.3 | 1,794.2 | -0.6 | 7.9 | 2.0 | 5.3 | 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: 2025-04-17
Published Comment: Combined Gradation complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-04-17
Published Comment: Combined Gradation complies