Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-28
Specification: RHMA-G 1/2 inch (Submittal ID: JMF3511-22-2023-21)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-21-28 AASHTO T27-14 Percentage 75 % Total WT 2308 g Fine Agg WT 513.1 g | 2 Reclaimed Asphalt Pavement 2025-07-21-29 AASHTO T30-19 Percentage 25 % Total WT 1647.7 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 | - | |
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¾" |
0.0 | 100 | 75.0 | 29.5 | 0 | 98 | 24.6 | 100 | 100 | 100 - 100 |
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½" |
231.4 | 90 | 67.5 | 267.0 | -0.1 | 84 | 20.9 | 88 | 95 | 89 - 100 |
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⅜" |
643.0 | 72 | 54.1 | 418.5 | -1 | 74 | 18.4 | 73 | 87 | 82 - 92 |
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No. 4 |
1,342.8 | 42 | 31.4 | 794.2 | -1 | 51 | 12.7 | 44 | 37 | 31 - 43 |
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No. 8 |
192.8 | 26 | 19.6 | 1,036.1 | -0.9 | 36 | 9.1 | 29 | 20 | 15 - 25 |
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No. 16 |
304.0 | 17 | 12.8 | 1,212.1 | -0.8 | 26 | 6.4 | 19 | 14 | - |
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No. 30 |
366.3 | 12 | 9.0 | 1,329.3 | -1.2 | 18 | 4.5 | 14 | 10 | - |
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No. 50 |
405.7 | 9 | 6.6 | 1,411.0 | -0.8 | 14 | 3.4 | 10 | 8 | - |
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No. 100 |
432.5 | 7 | 4.9 | 1,467.3 | -0.7 | 10 | 2.6 | 7 | 6 | - |
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No. 200 |
449.4 | 5.2 | 3.9 | 1,506.8 | -0.6 | 8.0 | 2.0 | 5.9 | 4.3 | 2.3 - 6.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-29
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-29
Published Comment: