Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-09-8
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-50)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-08-27-65 AASHTO T27-14 Percentage 76.4 % Total WT 5125.7 g Fine Agg WT 514.9 g | 2 Reclaimed Asphalt Pavement 2025-08-27-66 AASHTO T30-19 Percentage 23.6 % Total WT 1576.5 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 | - | |
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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 |
|
¾" |
252.0 | 95 | 72.6 | 0.0 | 0 | 100 | 23.6 | 96 | 98 | 93 - 100 |
|
½" |
1,276.0 | 75 | 57.4 | 0.0 | 0 | 100 | 23.6 | 81 | 86 | 80 - 92 |
|
⅜" |
1,722.0 | 66 | 50.7 | 21.0 | -1.3 | 97 | 23.0 | 74 | 75 | - |
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No. 4 |
3,102.0 | 39 | 30.2 | 571.1 | 2 | 66 | 15.5 | 46 | 49 | 44 - 54 |
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No. 8 |
221.5 | 22 | 17.2 | 937.8 | 1.3 | 42 | 9.9 | 27 | 31 | 26 - 36 |
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No. 16 |
330.9 | 14 | 10.8 | 1,116.6 | 0 | 29 | 6.9 | 18 | 20 | - |
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No. 30 |
389.3 | 10 | 7.4 | 1,224.0 | -0.7 | 22 | 5.1 | 12 | 14 | 10 - 18 |
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No. 50 |
424.4 | 7 | 5.3 | 1,303.8 | -2.7 | 15 | 3.4 | 9 | 10 | - |
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No. 100 |
446.8 | 5 | 4.0 | 1,366.5 | -3 | 10 | 2.4 | 6 | 8 | - |
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No. 200 |
462.2 | 4.0 | 3.1 | 1,414.9 | -2.9 | 7.4 | 1.7 | 4.8 | 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: 2025-09-10
Published Comment: Combined Gradation Report Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-09-10
Published Comment: Combined Gradation Report Complies