Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Sieve Analysis With RAP
Report ID: Combined Gradation-2025-11-6
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-62)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-10-22-41 AASHTO T27-14 Percentage 85 % Total WT 5078.4 g Fine Agg WT 516.7 g | 2 Reclaimed Asphalt Pavement 2025-10-22-42 AASHTO T30-19 Percentage 15 % Total WT 1550.2 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
|
% 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" |
150.0 | 97 | 82.5 | 0.0 | 0 | 100 | 15.0 | 97 | 96 | 91 - 100 |
|
½" |
815.0 | 84 | 71.4 | 0.0 | 0 | 100 | 15.0 | 86 | 86 | 80 - 92 |
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⅜" |
1,230.0 | 76 | 64.4 | 62.4 | -1.1 | 95 | 14.2 | 79 | 76 | - |
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No. 4 |
2,513.0 | 51 | 42.9 | 609.5 | 2.3 | 63 | 9.4 | 52 | 53 | 48 - 58 |
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No. 8 |
194.5 | 32 | 26.8 | 903.2 | -1.3 | 40 | 6.1 | 33 | 34 | 29 - 39 |
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No. 16 |
299.1 | 21 | 18.1 | 1,051.2 | -1.4 | 31 | 4.6 | 23 | 23 | - |
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No. 30 |
367.3 | 15 | 12.4 | 1,152.4 | -1 | 25 | 3.7 | 16 | 16 | 12 - 20 |
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No. 50 |
416.3 | 10 | 8.3 | 1,246.2 | 0 | 20 | 2.9 | 11 | 11 | - |
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No. 100 |
455.7 | 6 | 5.1 | 1,327.5 | -0.3 | 14 | 2.1 | 7 | 7 | - |
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No. 200 |
477.9 | 3.8 | 3.2 | 1,390.5 | 0.9 | 11.2 | 1.7 | 4.9 | 4.7 | 2.7 - 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-11-05
Published Comment: Combined Gradation Report Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-11-05
Published Comment: Combined Gradation Report Complies