Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-08-18
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 2025-08-11-43 AASHTO T27-14 Percentage 76 % Total WT 5195.9 g Fine Agg WT 524.7 g | 2 Reclaimed Asphalt Pavement 2025-08-11-44 AASHTO T30-19 Percentage 24 % Total WT 1520.8 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 | 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" |
391.0 | 92 | 70.3 | 0.0 | 0 | 100 | 24.0 | 94 | 93 | 88 - 98 |
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½" |
1,189.0 | 77 | 58.6 | 0.0 | 0.2 | 100 | 24.0 | 83 | 81 | 75 - 87 |
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⅜" |
1,358.0 | 74 | 56.1 | 9.4 | 0.9 | 100 | 24.1 | 80 | 76 | - |
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No. 4 |
2,773.0 | 47 | 35.4 | 301.8 | 4.1 | 84 | 20.2 | 56 | 49 | 44 - 54 |
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No. 8 |
176.3 | 31 | 23.5 | 632.8 | 2.7 | 61 | 14.7 | 38 | 29 | 24 - 34 |
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No. 16 |
289.0 | 21 | 15.9 | 866.8 | 1.4 | 44 | 10.7 | 27 | 20 | - |
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No. 30 |
361.0 | 15 | 11.1 | 1,051.0 | 0.8 | 32 | 7.6 | 19 | 14 | 10 - 18 |
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No. 50 |
414.2 | 10 | 7.5 | 1,193.5 | 0.1 | 22 | 5.2 | 13 | 11 | - |
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No. 100 |
451.3 | 7 | 5.0 | 1,292.0 | -0.3 | 15 | 3.5 | 8 | 8 | - |
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No. 200 |
472.0 | 4.7 | 3.6 | 1,353.6 | -0.3 | 10.7 | 2.6 | 6.2 | 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: 2025-08-20
Published Comment: Combined Gradation Report Does not meet Specs
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-08-20
Published Comment: Combined Gradation Report Does not meet Specs