Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-27
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 2024-07-22-80 AASHTO T27-14 Percentage 85 % Total WT 2476.6 g Fine Agg WT 514.6 g | 2 Reclaimed Asphalt Pavement 2024-07-22-81 AASHTO T30-19 Percentage 15 % Total WT 1720.2 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 | - | |
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¾" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 | 100 | 100 - 100 |
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½" |
103.7 | 96 | 81.4 | 6.4 | 0.3 | 100 | 15.0 | 96 | 98 | 93 - 100 |
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⅜" |
392.9 | 84 | 71.5 | 135.0 | 1.8 | 94 | 14.1 | 86 | 86 | 81 - 91 |
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No. 4 |
1,193.3 | 52 | 44.0 | 553.3 | -0.5 | 67 | 10.1 | 54 | 53 | 48 - 58 |
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No. 8 |
206.9 | 31 | 26.3 | 904.7 | -0.9 | 47 | 7.0 | 33 | 35 | 30 - 40 |
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No. 16 |
312.1 | 20 | 17.3 | 1,135.3 | -0.8 | 33 | 5.0 | 22 | 22 | - |
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No. 30 |
377.7 | 14 | 11.7 | 1,283.6 | -0.4 | 25 | 3.7 | 15 | 15 | 11 - 19 |
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No. 50 |
419.3 | 10 | 8.2 | 1,385.6 | -0.3 | 19 | 2.9 | 11 | 12 | - |
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No. 100 |
447.7 | 7 | 5.7 | 1,460.0 | 0 | 15 | 2.3 | 8 | 9 | - |
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No. 200 |
465.5 | 4.9 | 4.2 | 1,517.3 | 0.2 | 12.0 | 1.8 | 6.0 | 6.6 | 4.6 - 8.6 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-17
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-17
Published Comment: