Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis Without RAP
Report ID: Combined Gradation-2025-10-17
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 2025-10-08-57 AASHTO T27-14 Percentage 76.4 % Total WT 5034.8 g Fine Agg WT 492.7 g | 2 Reclaimed Asphalt Pavement 2025-10-08-58 AASHTO T30-19 Percentage 23.6 % Total WT 1502.3 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" |
126.0 | 97 | 74.5 | 0.0 | 0 | 100 | 23.6 | 98 | 98 | 93 - 100 |
|
½" |
1,082.0 | 79 | 60.0 | 0.0 | 0 | 100 | 23.6 | 84 | 86 | 80 - 92 |
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⅜" |
1,634.0 | 68 | 51.6 | 5.6 | -1.3 | 98 | 23.2 | 75 | 75 | - |
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No. 4 |
3,120.0 | 38 | 29.1 | 334.5 | 2 | 80 | 18.8 | 48 | 49 | 44 - 54 |
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No. 8 |
205.1 | 22 | 17.0 | 649.0 | 1.3 | 58 | 13.7 | 31 | 31 | 26 - 36 |
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No. 16 |
313.0 | 14 | 10.6 | 875.1 | 0 | 42 | 9.9 | 20 | 20 | - |
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No. 30 |
374.9 | 9 | 6.9 | 1,035.2 | -0.7 | 30 | 7.2 | 14 | 14 | 10 - 18 |
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No. 50 |
409.6 | 6 | 4.9 | 1,156.8 | -2.7 | 20 | 4.8 | 10 | 10 | - |
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No. 100 |
430.9 | 5 | 3.6 | 1,244.8 | -3 | 14 | 3.3 | 7 | 8 | - |
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No. 200 |
445.0 | 3.7 | 2.8 | 1,307.1 | -2.9 | 10.1 | 2.4 | 5.2 | 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: 2025-10-20
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-20
Published Comment: