Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-11-18
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 2025-10-28-93 AASHTO T27-14 Percentage 85 % Total WT 5074.9 g Fine Agg WT 523.8 g | 2 Reclaimed Asphalt Pavement 2025-10-28-94 AASHTO T30-19 Percentage 15 % Total WT 1541.7 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 | 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" |
44.0 | 99 | 84.3 | 0.0 | 0 | 100 | 15.0 | 99 | 96 | 91 - 100 |
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½" |
590.0 | 88 | 75.1 | 0.0 | 0 | 100 | 15.0 | 90 | 86 | 80 - 92 |
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⅜" |
833.0 | 84 | 71.0 | 17.0 | -1.1 | 98 | 14.7 | 86 | 76 | - |
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No. 4 |
1,797.0 | 65 | 54.9 | 279.9 | 2.3 | 84 | 12.6 | 68 | 53 | 48 - 58 |
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No. 8 |
124.4 | 49 | 41.9 | 571.4 | -1.3 | 62 | 9.2 | 51 | 34 | 29 - 39 |
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No. 16 |
245.5 | 34 | 29.2 | 802.8 | -1.4 | 47 | 7.0 | 36 | 23 | - |
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No. 30 |
374.4 | 18 | 15.7 | 974.3 | -1 | 36 | 5.4 | 21 | 16 | 12 - 20 |
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No. 50 |
431.9 | 11 | 9.6 | 1,125.5 | 0 | 27 | 4.0 | 14 | 11 | - |
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No. 100 |
466.0 | 7 | 6.1 | 1,243.7 | -0.3 | 19 | 2.9 | 9 | 7 | - |
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No. 200 |
483.1 | 5.0 | 4.3 | 1,324.5 | 0.9 | 15.0 | 2.2 | 6.5 | 4.7 | 2.7 - 6.7 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-11-26
Published Comment:
Report Comment: JMF3511-22-2025-62
Published By: Colt Sweeny
Published Date: 2025-11-26
Published Comment: