Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-07-16
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2025-42)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2026-07-08-86 AASHTO T27-14 Percentage 79 % Total WT 2061.5 g Fine Agg WT 511.3 g | 2 Reclaimed Asphalt Pavement 2026-07-08-87 AASHTO T30-19 Percentage 21 % Total WT 1414 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 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1½" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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1" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | - | |
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¾" |
0.0 | 100 | 79.0 | 0.0 | 0 | 100 | 21.0 | 100 | 100 | 100 - 100 |
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½" |
54.1 | 97 | 76.9 | 0.0 | 0.2 | 100 | 21.0 | 98 | 95 | 90 - 100 |
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⅜" |
281.9 | 86 | 68.2 | 19.1 | 0.9 | 100 | 20.9 | 89 | 85 | 80 - 90 |
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No. 4 |
905.2 | 56 | 44.3 | 292.3 | 4.1 | 83 | 17.5 | 62 | 58 | 53 - 63 |
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No. 8 |
177.7 | 37 | 28.9 | 579.8 | 2.7 | 62 | 13.0 | 42 | 35 | 30 - 40 |
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No. 16 |
285.2 | 25 | 19.6 | 797.4 | 1.4 | 45 | 9.5 | 29 | 22 | - |
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No. 30 |
347.4 | 18 | 14.2 | 958.8 | 0.8 | 33 | 6.9 | 21 | 16 | 12 - 20 |
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No. 50 |
389.4 | 13 | 10.6 | 1,088.4 | 0.1 | 23 | 4.9 | 15 | 11 | - |
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No. 100 |
421.9 | 10 | 7.7 | 1,187.1 | -0.3 | 16 | 3.3 | 11 | 8 | - |
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No. 200 |
443.0 | 7.5 | 5.9 | 1,249.5 | -0.3 | 11.3 | 2.4 | 8.3 | 5.8 | 3.8 - 7.8 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation appears to be Coarse on the #8 and #200 sieve.
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-07-28
Published Comment: Combined Gradation appears to be Coarse on the #8 and #200 sieve.