Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-06-68
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2023-18)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-06-10-87 AASHTO T27-14 Percentage 77 % Total WT 5014.8 g Fine Agg WT 499.6 g | 2 Reclaimed Asphalt Pavement 2024-06-10-95 AASHTO T30-19 Percentage 23 % Total WT 1403.4 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 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | - | |
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1½" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | - | |
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1" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | 100 | 100 - 100 |
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¾" |
124.0 | 98 | 75.1 | 0.0 | 0 | 100 | 23.0 | 98 | 98 | 93 - 100 |
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½" |
1,001.0 | 80 | 61.6 | 0.0 | 0 | 100 | 23.0 | 85 | 85 | 79 - 91 |
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⅜" |
1,558.0 | 69 | 53.1 | 13.2 | -0.2 | 99 | 22.7 | 76 | 74 | - |
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No. 4 |
3,048.0 | 39 | 30.2 | 298.5 | 1.3 | 80 | 18.4 | 49 | 47 | 42 - 52 |
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No. 8 |
174.6 | 26 | 19.6 | 581.2 | 2.8 | 61 | 14.1 | 34 | 31 | 26 - 36 |
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No. 16 |
279.6 | 17 | 13.3 | 787.0 | 3.2 | 47 | 10.8 | 24 | 21 | - |
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No. 30 |
345.9 | 12 | 9.3 | 936.6 | 2.3 | 36 | 8.2 | 17 | 15 | 11 - 19 |
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No. 50 |
388.7 | 9 | 6.7 | 1,062.5 | 1.3 | 26 | 5.9 | 13 | 10 | - |
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No. 100 |
420.0 | 6 | 4.8 | 1,167.9 | 0.8 | 18 | 4.0 | 9 | 7 | - |
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No. 200 |
439.1 | 4.7 | 3.7 | 1,245.8 | 0.4 | 11.6 | 2.7 | 6.4 | 5.7 | 3.7 - 7.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-06-27
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-06-27
Published Comment: