Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-07-3
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2025-26)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-06-24-51 AASHTO T27-14 Percentage 75 % Total WT 2042.4 g Fine Agg WT 521.2 g | 2 Reclaimed Asphalt Pavement 2025-06-24-52 AASHTO T30-19 Percentage 25 % Total WT 1532.3 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 | - | |
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¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
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½" |
86.1 | 96 | 71.8 | 0.0 | 0 | 100 | 25.0 | 97 | 98 | 93 - 100 |
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⅜" |
468.9 | 77 | 57.8 | 61.7 | -0.6 | 95 | 23.8 | 82 | 81 | 76 - 86 |
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No. 4 |
1,064.7 | 48 | 35.9 | 431.7 | -1.7 | 70 | 17.5 | 53 | 53 | 48 - 58 |
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No. 8 |
205.5 | 29 | 21.7 | 725.0 | -3 | 50 | 12.4 | 34 | 35 | 30 - 40 |
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No. 16 |
323.9 | 18 | 13.6 | 918.9 | -2.9 | 37 | 9.3 | 23 | 22 | - |
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No. 30 |
389.4 | 12 | 9.1 | 1,059.2 | -2.9 | 28 | 7.0 | 16 | 15 | 11 - 19 |
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No. 50 |
427.4 | 9 | 6.5 | 1,177.8 | -2.9 | 20 | 5.1 | 12 | 11 | - |
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No. 100 |
452.2 | 6 | 4.8 | 1,275.8 | -2.6 | 14 | 3.5 | 8 | 8 | - |
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No. 200 |
465.5 | 5.1 | 3.8 | 1,346.7 | -2.1 | 10.0 | 2.5 | 6.3 | 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: 2025-07-02
Published Comment: Combined Gradation Report Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-07-02
Published Comment: Combined Gradation Report Complies