Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-43
Specification: 2023 Caltrans Standard Specification - Type A HMA 3/4 inch
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-07-22-69 AASHTO T27-14 Percentage 79.2 % Total WT 5267.1 g Fine Agg WT 516.9 g | 2 Reclaimed Asphalt Pavement 2024-07-22-70 AASHTO T30-19 Percentage 20.8 % Total WT 1499.9 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 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | 0 | - |
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1½" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | 0 | - |
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1" |
0.0 | 100 | 79.2 | 0.0 | 0 | 100 | 20.8 | 100 | 100 | 100 - 100 |
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¾" |
115.0 | 98 | 77.5 | 0.0 | 0 | 100 | 20.8 | 98 | 98 | 93 - 100 |
|
½" |
1,177.0 | 78 | 61.5 | 0.0 | 0 | 100 | 20.8 | 82 | 84 | 78 - 90 |
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⅜" |
1,751.0 | 67 | 52.9 | 12.1 | -0.8 | 98 | 20.5 | 73 | 74 | - |
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No. 4 |
3,257.0 | 38 | 30.2 | 428.5 | -1.5 | 70 | 14.5 | 45 | 46 | 41 - 51 |
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No. 8 |
201.1 | 23 | 18.5 | 750.4 | -0.1 | 50 | 10.4 | 29 | 29 | 24 - 34 |
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No. 16 |
312.3 | 15 | 12.0 | 955.8 | 0.1 | 36 | 7.6 | 20 | 19 | - |
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No. 30 |
374.0 | 11 | 8.4 | 1,088.6 | 0.2 | 28 | 5.7 | 14 | 14 | 10 - 18 |
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No. 50 |
413.0 | 8 | 6.1 | 1,184.2 | -0.3 | 21 | 4.3 | 10 | 10 | - |
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No. 100 |
439.0 | 6 | 4.6 | 1,257.7 | -0.8 | 15 | 3.2 | 8 | 8 | - |
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No. 200 |
456.9 | 4.4 | 3.5 | 1,313.4 | -0.9 | 11.5 | 2.4 | 5.9 | 5.4 | 3.4 - 7.4 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-31
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-31
Published Comment: