Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-22
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-14-59 AASHTO T27-14 Percentage 76.4 % Total WT 5028.4 g Fine Agg WT 503.8 g | 2 Reclaimed Asphalt Pavement 2025-07-14-60 AASHTO T30-19 Percentage 23.6 % Total WT 1577 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
|
% PASS |
% PASS |
|
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" |
60.0 | 99 | 75.5 | 0.0 | 0 | 100 | 23.6 | 99 | 98 | 93 - 100 |
|
½" |
794.0 | 84 | 64.3 | 0.0 | 0 | 100 | 23.6 | 88 | 86 | 80 - 92 |
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⅜" |
1,577.0 | 69 | 52.4 | 12.5 | -1.3 | 98 | 23.1 | 76 | 75 | - |
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No. 4 |
3,225.0 | 36 | 27.4 | 505.2 | 2 | 70 | 16.5 | 44 | 49 | 44 - 54 |
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No. 8 |
223.0 | 20 | 15.3 | 841.4 | 1.3 | 48 | 11.3 | 27 | 31 | 26 - 36 |
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No. 16 |
334.7 | 12 | 9.2 | 1,055.7 | 0 | 33 | 7.8 | 17 | 20 | - |
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No. 30 |
393.5 | 8 | 6.0 | 1,195.1 | -0.7 | 24 | 5.5 | 12 | 14 | 10 - 18 |
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No. 50 |
424.8 | 6 | 4.3 | 1,289.9 | -2.7 | 16 | 3.7 | 8 | 10 | - |
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No. 100 |
444.9 | 4 | 3.2 | 1,353.8 | -3 | 11 | 2.6 | 6 | 8 | - |
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No. 200 |
457.3 | 3.3 | 2.5 | 1,399.3 | -2.9 | 8.4 | 2.0 | 4.5 | 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: 2025-07-30
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-30
Published Comment: