Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-09-9
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 2026-08-24-67 AASHTO T27-14 Percentage 75 % Total WT 5139 g Fine Agg WT 508.2 g | 2 Reclaimed Asphalt Pavement 2026-08-24-68 AASHTO T30-19 Percentage 25 % Total WT 1545.5 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 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 75.0 | 15.0 | 0 | 99 | 24.8 | 100 | 98 | 93 - 100 |
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½" |
551.0 | 89 | 67.0 | 149.7 | -0.1 | 90 | 22.6 | 90 | 90 | 84 - 96 |
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⅜" |
1,689.0 | 67 | 50.4 | 480.5 | -1 | 68 | 17.0 | 67 | 68 | - |
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No. 4 |
3,239.0 | 37 | 27.7 | 839.2 | -1 | 45 | 11.2 | 39 | 42 | 37 - 47 |
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No. 8 |
186.2 | 23 | 17.6 | 1,027.7 | -0.9 | 33 | 8.2 | 26 | 29 | 24 - 34 |
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No. 16 |
285.3 | 16 | 12.2 | 1,168.4 | -0.8 | 24 | 5.9 | 18 | 19 | - |
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No. 30 |
344.6 | 12 | 8.9 | 1,265.1 | -1.2 | 17 | 4.2 | 13 | 13 | 9 - 17 |
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No. 50 |
384.9 | 9 | 6.7 | 1,334.5 | -0.8 | 13 | 3.2 | 10 | 9 | - |
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No. 100 |
414.3 | 7 | 5.1 | 1,383.5 | -0.7 | 10 | 2.4 | 8 | 7 | - |
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No. 200 |
434.8 | 5.3 | 4.0 | 1,419.8 | -0.6 | 7.5 | 1.9 | 5.9 | 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: 2026-09-10
Published Comment: Combined Gradation Report complies with Specs.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-10
Published Comment: Combined Gradation Report complies with Specs.