Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-08-2
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-15)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-21-39 AASHTO T27-14 Percentage 76.4 % Total WT 5065.7 g Fine Agg WT 520.3 g | 2 Reclaimed Asphalt Pavement 2026-07-21-40 AASHTO T30-19 Percentage 23.6 % Total WT 1537.7 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 | 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" |
22.0 | 100 | 76.1 | 0.0 | 0 | 100 | 23.6 | 100 | 98 | 93 - 100 |
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½" |
1,138.0 | 78 | 59.2 | 1.8 | 0 | 100 | 23.6 | 83 | 87 | 81 - 93 |
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⅜" |
1,831.0 | 64 | 48.8 | 20.3 | -1.3 | 97 | 23.0 | 72 | 74 | - |
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No. 4 |
3,081.0 | 39 | 29.9 | 499.4 | 2 | 70 | 16.4 | 46 | 50 | 45 - 55 |
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No. 8 |
238.5 | 21 | 16.2 | 829.7 | 1.3 | 47 | 11.2 | 27 | 32 | 27 - 37 |
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No. 16 |
342.6 | 13 | 10.2 | 1,037.2 | 0 | 33 | 7.7 | 18 | 21 | - |
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No. 30 |
395.4 | 9 | 7.2 | 1,170.2 | -0.7 | 23 | 5.5 | 13 | 14 | 10 - 18 |
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No. 50 |
427.5 | 7 | 5.3 | 1,260.8 | -2.7 | 15 | 3.6 | 9 | 10 | - |
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No. 100 |
449.2 | 5 | 4.1 | 1,322.2 | -3 | 11 | 2.6 | 7 | 7 | - |
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No. 200 |
463.7 | 4.3 | 3.3 | 1,365.7 | -2.9 | 8.3 | 2.0 | 5.3 | 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: 2026-08-04
Published Comment: Combined Gradation meets specs
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-04
Published Comment: Combined Gradation meets specs