Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Batch Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-42
Specification: 2023 Caltrans Standard Specification - Type A HMA 1/2 inch
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-07-17-57 AASHTO T27-14 Percentage 75 % Total WT 2203.4 g Fine Agg WT 501 g | 2 Reclaimed Asphalt Pavement 2024-07-17-59 AASHTO T30-19 Percentage 25 % Total WT 1508.6 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
|
% PASS |
% PASS |
|
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 | 100 | 25.0 | 100 | 100 | 100 - 100 |
|
½" |
230.5 | 90 | 67.2 | 185.3 | -0.1 | 88 | 21.9 | 89 | 95 | 90 - 100 |
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⅜" |
591.3 | 73 | 54.9 | 383.2 | -1 | 74 | 18.4 | 73 | 78 | 73 - 83 |
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No. 4 |
1,202.4 | 45 | 34.1 | 733.7 | -1 | 50 | 12.6 | 47 | 52 | 47 - 57 |
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No. 8 |
177.1 | 29 | 22.0 | 926.2 | -0.9 | 38 | 9.4 | 31 | 35 | 30 - 40 |
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No. 16 |
283.8 | 20 | 14.8 | 1,095.7 | -0.8 | 27 | 6.6 | 21 | 23 | - |
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No. 30 |
350.3 | 14 | 10.2 | 1,210.8 | -1.2 | 19 | 4.6 | 15 | 16 | 12 - 20 |
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No. 50 |
397.0 | 9 | 7.1 | 1,291.2 | -0.8 | 14 | 3.4 | 10 | 11 | - |
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No. 100 |
428.4 | 7 | 4.9 | 1,345.2 | -0.7 | 10 | 2.5 | 7 | 8 | - |
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No. 200 |
447.3 | 4.9 | 3.7 | 1,380.8 | -0.6 | 7.9 | 2.0 | 5.7 | 6 | 4 - 8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-23
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-23
Published Comment: