Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-08-17
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2026-40)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-27-84 AASHTO T27-14 Percentage 76.4 % Total WT 5070.4 g Fine Agg WT 524.1 g | 2 Reclaimed Asphalt Pavement 2026-07-27-85 AASHTO T30-19 Percentage 23.6 % Total WT 1456.4 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 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
|
1½" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | - | |
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1" |
0.0 | 100 | 76.4 | 0.0 | 0 | 100 | 23.6 | 100 | 100 | 100 - 100 |
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¾" |
44.0 | 99 | 75.7 | 0.0 | 0 | 100 | 23.6 | 99 | 98 | 93 - 100 |
|
½" |
987.0 | 81 | 61.5 | 0.0 | 0 | 100 | 23.6 | 85 | 86 | 80 - 92 |
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⅜" |
1,538.0 | 70 | 53.2 | 14.2 | -1.3 | 98 | 23.1 | 76 | 75 | - |
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No. 4 |
2,919.0 | 42 | 32.4 | 390.4 | 2 | 75 | 17.7 | 50 | 49 | 44 - 54 |
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No. 8 |
234.8 | 23 | 17.9 | 732.2 | 1.3 | 51 | 12.0 | 30 | 31 | 26 - 36 |
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No. 16 |
344.3 | 15 | 11.1 | 960.2 | 0 | 34 | 8.0 | 19 | 20 | - |
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No. 30 |
400.9 | 10 | 7.6 | 1,100.4 | -0.7 | 24 | 5.6 | 13 | 14 | 10 - 18 |
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No. 50 |
433.0 | 7 | 5.6 | 1,189.5 | -2.7 | 16 | 3.7 | 9 | 10 | - |
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No. 100 |
454.2 | 6 | 4.3 | 1,247.4 | -3 | 11 | 2.7 | 7 | 8 | - |
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No. 200 |
468.6 | 4.5 | 3.4 | 1,288.1 | -2.9 | 8.7 | 2.0 | 5.4 | 5.3 | 3.3 - 7.3 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-18
Published Comment: Please disregard Combined Gradation Report #2026-08-15.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-18
Published Comment: Please disregard Combined Gradation Report #2026-08-15.