Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-10-15
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2025-57)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-10-06-58 AASHTO T27-14 Percentage 77 % Total WT 1967.9 g Fine Agg WT 508.5 g | 2 Reclaimed Asphalt Pavement 2025-10-06-59 AASHTO T30-19 Percentage 23 % Total WT 1506.6 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 |
|
2" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | - | |
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1½" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | - | |
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1" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | - | |
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¾" |
0.0 | 100 | 77.0 | 0.0 | 0 | 100 | 23.0 | 100 | 100 | 100 - 100 |
|
½" |
34.9 | 98 | 75.6 | 0.0 | 0 | 100 | 23.0 | 99 | 97 | 92 - 100 |
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⅜" |
262.1 | 87 | 66.7 | 14.1 | 0.1 | 99 | 22.8 | 90 | 86 | 81 - 91 |
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No. 4 |
704.7 | 64 | 49.4 | 400.4 | 1.3 | 75 | 17.2 | 67 | 59 | 54 - 64 |
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No. 8 |
187.3 | 41 | 31.2 | 741.2 | 1 | 52 | 11.9 | 43 | 35 | 30 - 40 |
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No. 16 |
298.3 | 27 | 20.4 | 958.6 | 0.4 | 37 | 8.5 | 29 | 22 | - |
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No. 30 |
363.5 | 18 | 14.1 | 1,096.5 | 0.1 | 27 | 6.3 | 20 | 15 | 11 - 19 |
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No. 50 |
407.2 | 13 | 9.8 | 1,191.7 | -0.1 | 21 | 4.8 | 15 | 11 | - |
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No. 100 |
436.5 | 9 | 7.0 | 1,259.1 | -0.3 | 16 | 3.7 | 11 | 8 | - |
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No. 200 |
454.6 | 6.8 | 5.2 | 1,313.5 | -0.4 | 12.4 | 2.9 | 8.1 | 6.2 | 4.2 - 8.2 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-16
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-16
Published Comment: