Combined Gradation Report
Report Name: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-09-1
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/8 inch
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-08-04-53 AASHTO T27-14 Percentage 75 % Total WT 1069.9 g Fine Agg WT 512.8 g | 2 Reclaimed Asphalt Pavement 2026-08-04-54 AASHTO T30-19 Percentage 25 % Total WT 1547.8 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 | - | |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
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½" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
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⅜" |
9.9 | 99 | 74.3 | 0.6 | -0.4 | 100 | 24.9 | 99 | 98 | 93 - 100 |
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No. 4 |
439.4 | 59 | 44.2 | 411.9 | -1.5 | 72 | 18.0 | 62 | 55 | 50 - 60 |
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No. 8 |
259.4 | 29 | 21.8 | 755.6 | -1.2 | 50 | 12.5 | 34 | 32 | 27 - 37 |
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No. 16 |
363.7 | 17 | 12.9 | 997.4 | -0.9 | 35 | 8.7 | 22 | 22 | - |
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No. 30 |
416.9 | 11 | 8.3 | 1,154.3 | -0.7 | 25 | 6.2 | 14 | 16 | 11 - 21 |
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No. 50 |
445.9 | 8 | 5.8 | 1,254.4 | -0.6 | 18 | 4.6 | 10 | 11 | - |
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No. 100 |
464.3 | 6 | 4.2 | 1,320.0 | -0.7 | 14 | 3.5 | 8 | 9 | - |
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No. 200 |
475.4 | 4.3 | 3.2 | 1,364.6 | -0.8 | 11.0 | 2.8 | 6.0 | 7.1 | 5.1 - 9.1 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-01
Published Comment: Combined Gradation is Coarse on the #4 Sieve
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-09-01
Published Comment: Combined Gradation is Coarse on the #4 Sieve