Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-09-4
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-47)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-08-13-80 AASHTO T27-14 Percentage 76.4 % Total WT 2076.4 g Fine Agg WT 513.4 g | 2 Reclaimed Asphalt Pavement 2026-08-13-81 AASHTO T30-19 Percentage 23.6 % Total WT 1564.1 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 | - | |
|
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 | - | |
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¾" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | 100 | 100 - 100 |
|
½" |
169.9 | 92 | 70.1 | 0.0 | 0 | 100 | 23.6 | 94 | 96 | 91 - 100 |
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⅜" |
500.9 | 76 | 58.0 | 5.2 | -0.2 | 99 | 23.5 | 81 | 83 | 78 - 88 |
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No. 4 |
1,106.1 | 47 | 35.7 | 442.5 | 1.3 | 73 | 17.2 | 53 | 52 | 47 - 57 |
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No. 8 |
240.3 | 25 | 19.0 | 790.5 | 2.8 | 52 | 12.3 | 31 | 35 | 30 - 40 |
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No. 16 |
355.7 | 14 | 11.0 | 1,023.2 | 3.2 | 38 | 8.9 | 20 | 23 | - |
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No. 30 |
413.1 | 9 | 7.0 | 1,172.7 | 2.3 | 27 | 6.4 | 13 | 16 | 12 - 20 |
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No. 50 |
443.6 | 6 | 4.9 | 1,247.9 | 1.3 | 22 | 5.1 | 10 | 11 | - |
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No. 100 |
461.5 | 5 | 3.6 | 1,337.4 | 0.8 | 15 | 3.6 | 7 | 8 | - |
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No. 200 |
472.6 | 3.7 | 2.8 | 1,383.4 | 0.4 | 12.0 | 2.8 | 5.6 | 5.9 | 3.9 - 7.9 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-09
Published Comment: Combined Gradation meets Specs.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-09
Published Comment: Combined Gradation meets Specs.