Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-37
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-60)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-09-09-63 AASHTO T27-14 Percentage 75 % Total WT 2953.4 g Fine Agg WT 523.6 g | 2 Reclaimed Asphalt Pavement 2024-09-09-64 AASHTO T30-19 Percentage 25 % Total WT 1510 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 |
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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 | 7.9 | 0 | 99 | 24.9 | 100 | 100 | 100 - 100 |
|
½" |
247.7 | 92 | 68.7 | 177.3 | -0.1 | 88 | 22.0 | 91 | 95 | 90 - 100 |
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⅜" |
697.7 | 76 | 57.3 | 398.6 | -1 | 73 | 18.2 | 75 | 78 | 73 - 83 |
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No. 4 |
1,491.7 | 49 | 37.1 | 759.5 | -1 | 49 | 12.2 | 49 | 52 | 47 - 57 |
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No. 8 |
202.7 | 30 | 22.7 | 956.8 | -0.9 | 36 | 8.9 | 32 | 35 | 30 - 40 |
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No. 16 |
316.7 | 20 | 14.7 | 1,117.2 | -0.8 | 25 | 6.3 | 21 | 23 | - |
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No. 30 |
383.4 | 13 | 9.9 | 1,227.7 | -1.2 | 17 | 4.4 | 14 | 16 | 12 - 20 |
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No. 50 |
428.8 | 9 | 6.7 | 1,304.8 | -0.8 | 13 | 3.2 | 10 | 11 | - |
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No. 100 |
459.2 | 6 | 4.6 | 1,355.3 | -0.7 | 10 | 2.4 | 7 | 8 | - |
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No. 200 |
476.0 | 4.5 | 3.4 | 1,388.6 | -0.6 | 7.4 | 1.9 | 5.3 | 6 | 4 - 8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-18
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-18
Published Comment: