Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-08-1
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-41)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-16-75 AASHTO T27-14 Percentage 76 % Total WT 5078.2 g Fine Agg WT 523.8 g | 2 Reclaimed Asphalt Pavement 2026-07-16-76 AASHTO T30-19 Percentage 24 % Total WT 1997.6 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 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1½" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | - | |
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1" |
0.0 | 100 | 76.0 | 0.0 | 0 | 100 | 24.0 | 100 | 100 | 100 - 100 |
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¾" |
82.0 | 98 | 74.8 | 0.0 | 0 | 100 | 24.0 | 99 | 93 | 88 - 98 |
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½" |
961.0 | 81 | 61.6 | 0.0 | 0.2 | 100 | 24.0 | 86 | 81 | 75 - 87 |
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⅜" |
1,600.0 | 68 | 52.1 | 59.3 | 0.9 | 98 | 23.5 | 76 | 76 | - |
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No. 4 |
3,479.0 | 31 | 23.9 | 737.1 | 4.1 | 67 | 16.1 | 40 | 49 | 44 - 54 |
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No. 8 |
190.0 | 20 | 15.3 | 1,114.9 | 2.7 | 47 | 11.3 | 27 | 29 | 24 - 34 |
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No. 16 |
293.8 | 14 | 10.5 | 1,367.8 | 1.4 | 33 | 7.9 | 18 | 20 | - |
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No. 30 |
354.2 | 10 | 7.7 | 1,528.4 | 0.8 | 24 | 5.8 | 14 | 14 | 10 - 18 |
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No. 50 |
396.9 | 8 | 5.8 | 1,647.2 | 0.1 | 18 | 4.2 | 10 | 11 | - |
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No. 100 |
432.2 | 6 | 4.2 | 1,738.1 | -0.3 | 13 | 3.0 | 7 | 8 | - |
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No. 200 |
453.9 | 4.2 | 3.2 | 1,803.4 | -0.3 | 9.4 | 2.3 | 5.5 | 6.2 | 4.2 - 8.2 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-03
Published Comment: Combined Gradation appears to be coarse on the 3/4 inch sieve.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-03
Published Comment: Combined Gradation appears to be coarse on the 3/4 inch sieve.