Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-08-7
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2025-11)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-07-29-71 AASHTO T27-14 Percentage 75 % Total WT 5165.8 g Fine Agg WT 492.7 g | 2 Reclaimed Asphalt Pavement 2025-07-29-72 AASHTO T30-19 Percentage 25 % Total WT 1980.1 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 | 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 | 100 | 100 - 100 |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 98 | 93 - 100 |
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½" |
547.0 | 89 | 67.1 | 222.7 | 0.1 | 89 | 22.2 | 89 | 90 | 84 - 96 |
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⅜" |
1,550.0 | 70 | 52.5 | 545.8 | -1 | 71 | 17.9 | 70 | 68 | - |
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No. 4 |
2,931.0 | 43 | 32.4 | 992.6 | -1 | 49 | 12.2 | 45 | 42 | 37 - 47 |
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No. 8 |
176.2 | 28 | 20.8 | 1,259.0 | -0.9 | 36 | 8.9 | 30 | 29 | 24 - 34 |
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No. 16 |
281.4 | 19 | 13.9 | 1,458.3 | -0.8 | 26 | 6.4 | 20 | 19 | - |
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No. 30 |
344.1 | 13 | 9.8 | 1,604.5 | -1.2 | 18 | 4.4 | 14 | 13 | 9 - 17 |
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No. 50 |
386.2 | 9 | 7.0 | 1,708.5 | -0.8 | 13 | 3.2 | 10 | 9 | - |
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No. 100 |
413.4 | 7 | 5.2 | 1,777.1 | -0.7 | 10 | 2.4 | 8 | 7 | - |
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No. 200 |
430.9 | 5.4 | 4.1 | 1,825.7 | -0.6 | 7.2 | 1.8 | 5.9 | 5 | 3 - 7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-08-07
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-08-07
Published Comment: