Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-15
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2025-42)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-09-104 AASHTO T27-14 Percentage 79 % Total WT 2070.4 g Fine Agg WT 511.8 g | 2 Reclaimed Asphalt Pavement 2026-07-09-105 AASHTO T30-19 Percentage 21 % Total WT 1413.1 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
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% PASS |
% PASS |
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2" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1½" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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¾" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | 100 | 100 - 100 |
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½" |
137.4 | 93 | 73.8 | 0.0 | 0.2 | 100 | 21.0 | 95 | 95 | 90 - 100 |
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⅜" |
505.5 | 76 | 59.7 | 12.4 | 0.9 | 100 | 21.0 | 81 | 85 | 80 - 90 |
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No. 4 |
1,187.2 | 43 | 33.7 | 375.4 | 4.1 | 78 | 16.3 | 50 | 58 | 53 - 63 |
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No. 8 |
168.7 | 29 | 22.6 | 669.7 | 2.7 | 55 | 11.6 | 34 | 35 | 30 - 40 |
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No. 16 |
293.5 | 18 | 14.4 | 867.7 | 1.4 | 40 | 8.4 | 23 | 22 | - |
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No. 30 |
353.4 | 13 | 10.4 | 1,007.4 | 0.8 | 30 | 6.2 | 17 | 16 | 12 - 20 |
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No. 50 |
394.1 | 10 | 7.8 | 1,118.1 | 0.1 | 21 | 4.4 | 12 | 11 | - |
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No. 100 |
425.4 | 7 | 5.7 | 1,198.4 | -0.3 | 15 | 3.1 | 9 | 8 | - |
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No. 200 |
446.5 | 5.4 | 4.3 | 1,252.5 | -0.3 | 11.1 | 2.3 | 6.6 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation appears to be light on the #4 Sieve
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation appears to be light on the #4 Sieve