Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Batch Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-24
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 2024-06-21-75 AASHTO T27-14 Percentage 85 % Total WT 5429.8 g Fine Agg WT 516.1 g | 2 Reclaimed Asphalt Pavement 2024-06-21-76 AASHTO T30-19 Percentage 15 % Total WT 1524.6 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 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1½" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | - | |
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1" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 100 | 100 - 100 |
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¾" |
224.0 | 96 | 81.5 | 0.0 | 0 | 100 | 15.0 | 96 | 98 | 93 - 100 |
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½" |
1,316.0 | 76 | 64.4 | 40.9 | -0.1 | 97 | 14.6 | 79 | 82 | 76 - 88 |
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⅜" |
2,102.0 | 61 | 52.1 | 195.4 | -2 | 85 | 12.8 | 65 | 70 | - |
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No. 4 |
3,237.0 | 40 | 34.3 | 670.1 | -0.4 | 56 | 8.3 | 43 | 47 | 42 - 52 |
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No. 8 |
174.5 | 27 | 22.7 | 964.4 | 0.5 | 37 | 5.6 | 28 | 30 | 25 - 35 |
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No. 16 |
289.0 | 18 | 15.1 | 1,117.1 | -0.2 | 27 | 4.0 | 19 | 20 | - |
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No. 30 |
360.7 | 12 | 10.3 | 1,218.6 | -0.7 | 19 | 2.9 | 13 | 14 | 10 - 18 |
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No. 50 |
409.9 | 8 | 7.1 | 1,305.4 | -1 | 13 | 2.0 | 9 | 8 | - |
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No. 100 |
448.2 | 5 | 4.5 | 1,366.4 | -0.9 | 9 | 1.4 | 6 | 5 | - |
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No. 200 |
472.1 | 3.4 | 2.9 | 1,403.3 | -0.8 | 7.2 | 1.1 | 4.0 | 3.5 | 1.5 - 5.5 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-18
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-18
Published Comment: