Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-58
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 2024-09-18-73 AASHTO T27-14 Percentage 76.4 % Total WT 5130.7 g Fine Agg WT 501.3 g | 2 Reclaimed Asphalt Pavement 2024-09-18-74 AASHTO T30-19 Percentage 23.6 % Total WT 1512.4 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" |
22.0 | 100 | 76.1 | 0.0 | 0 | 100 | 23.6 | 100 | 98 | 93 - 100 |
|
½" |
743.0 | 86 | 65.3 | 0.0 | 0 | 100 | 23.6 | 89 | 87 | 81 - 93 |
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⅜" |
1,501.0 | 71 | 54.0 | 19.9 | -1.3 | 97 | 23.0 | 77 | 74 | - |
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No. 4 |
2,754.0 | 46 | 35.4 | 459.7 | 2 | 72 | 16.9 | 52 | 50 | 45 - 55 |
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No. 8 |
219.7 | 26 | 19.9 | 763.4 | 1.3 | 51 | 12.0 | 32 | 32 | 27 - 37 |
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No. 16 |
340.0 | 15 | 11.4 | 987.3 | 0 | 35 | 8.2 | 20 | 21 | - |
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No. 30 |
395.9 | 10 | 7.4 | 1,133.0 | -0.7 | 24 | 5.8 | 13 | 14 | 10 - 18 |
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No. 50 |
426.2 | 7 | 5.3 | 1,232.8 | -2.7 | 16 | 3.7 | 9 | 10 | - |
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No. 100 |
445.3 | 5 | 4.0 | 1,302.3 | -3 | 11 | 2.6 | 7 | 7 | - |
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No. 200 |
457.0 | 4.1 | 3.1 | 1,347.9 | -2.9 | 8.0 | 1.9 | 5.0 | 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: 2024-09-26
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-26
Published Comment: