Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-12
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2022-12)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-04-25-91 AASHTO T27-14 Percentage 75 % Total WT 3198.7 g Fine Agg WT 501.5 g | 2 Reclaimed Asphalt Pavement 2024-04-25-92 AASHTO T30-19 Percentage 25 % Total WT 1747.6 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 | 0.2 | 100 | 25.0 | 100 | 100 | 100 - 100 |
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½" |
194.0 | 94 | 70.5 | 154.5 | 0.2 | 91 | 22.8 | 93 | 95 | 90 - 100 |
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⅜" |
669.8 | 79 | 59.3 | 375.6 | -1 | 78 | 19.4 | 79 | 79 | 74 - 84 |
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No. 4 |
1,608.4 | 50 | 37.3 | 750.6 | -0.4 | 57 | 14.2 | 51 | 53 | 48 - 58 |
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No. 8 |
174.5 | 32 | 24.3 | 1,021.0 | -0.4 | 41 | 10.3 | 35 | 36 | 31 - 41 |
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No. 16 |
288.9 | 21 | 15.8 | 1,229.2 | -0.5 | 29 | 7.3 | 23 | 21 | - |
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No. 30 |
353.8 | 15 | 11.0 | 1,366.8 | -0.8 | 21 | 5.2 | 16 | 15 | 11 - 19 |
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No. 50 |
396.8 | 10 | 7.8 | 1,465.6 | -0.7 | 15 | 3.9 | 12 | 10 | - |
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No. 100 |
425.2 | 8 | 5.7 | 1,534.6 | -0.8 | 11 | 2.8 | 9 | 8 | - |
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No. 200 |
442.5 | 5.8 | 4.4 | 1,582.6 | -0.6 | 8.8 | 2.2 | 6.6 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Ward Jenkins
Report Comment: JMF 22-02-P02
Published By: Ward Jenkins
Published Date: 2024-08-13
Published Comment: JMF 22-02-P02
Report Comment: JMF 22-02-P02
Published By: Ward Jenkins
Published Date: 2024-08-13
Published Comment: JMF 22-02-P02