Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-08-17
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 2024-08-12-64 AASHTO T27-14 Percentage 76.4 % Total WT 5148.8 g Fine Agg WT 513.5 g | 2 Reclaimed Asphalt Pavement 2024-08-12-65 AASHTO T30-19 Percentage 23.6 % Total WT 1591.1 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" |
29.0 | 99 | 76.0 | 0.0 | 0 | 100 | 23.6 | 100 | 98 | 93 - 100 |
|
½" |
664.0 | 87 | 66.5 | 4.8 | 0 | 100 | 23.5 | 90 | 86 | 80 - 92 |
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⅜" |
1,230.0 | 76 | 58.1 | 20.6 | -1.3 | 97 | 23.0 | 81 | 75 | - |
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No. 4 |
3,047.0 | 41 | 31.2 | 457.2 | 2 | 73 | 17.3 | 48 | 49 | 44 - 54 |
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No. 8 |
238.4 | 22 | 16.7 | 807.8 | 1.3 | 51 | 11.9 | 29 | 31 | 26 - 36 |
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No. 16 |
340.2 | 14 | 10.5 | 1,021.2 | 0 | 36 | 8.5 | 19 | 20 | - |
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No. 30 |
395.6 | 9 | 7.2 | 1,160.9 | -0.7 | 26 | 6.2 | 13 | 14 | 10 - 18 |
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No. 50 |
428.2 | 7 | 5.2 | 1,263.2 | -2.7 | 18 | 4.2 | 9 | 10 | - |
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No. 100 |
448.9 | 5 | 3.9 | 1,339.8 | -3 | 13 | 3.0 | 7 | 8 | - |
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No. 200 |
463.1 | 4.0 | 3.1 | 1,396.4 | -2.9 | 9.3 | 2.2 | 5.3 | 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: 2024-08-21
Published Comment: Combined Gradation Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-08-21
Published Comment: Combined Gradation Complies