Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2026-08-15
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 Percentage 76.4 % | 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 |
% PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
|
% PASS |
% PASS |
|
2" |
0 | 0.0 | 0.0 | 0 | 100 | 23.6 | 24 | - | |
|
1½" |
0 | 0.0 | 0.0 | 0 | 100 | 23.6 | 24 | - | |
|
1" |
0 | 0.0 | 0.0 | 0 | 100 | 23.6 | 24 | 100 | 100 - 100 |
|
¾" |
0 | 0.0 | 0.0 | 0 | 100 | 23.6 | 24 | 98 | 93 - 100 |
|
½" |
0 | 0.0 | 0.0 | 0 | 100 | 23.6 | 24 | 86 | 80 - 92 |
|
⅜" |
0 | 0.0 | 14.2 | -1.3 | 98 | 23.1 | 23 | 75 | - |
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No. 4 |
0 | 0.0 | 390.4 | 2 | 75 | 17.7 | 18 | 49 | 44 - 54 |
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No. 8 |
0 | 0.0 | 732.2 | 1.3 | 51 | 12.0 | 12 | 31 | 26 - 36 |
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No. 16 |
0 | 0.0 | 960.2 | 0 | 34 | 8.0 | 8 | 20 | - |
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No. 30 |
0 | 0.0 | 1,100.4 | -0.7 | 24 | 5.6 | 6 | 14 | 10 - 18 |
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No. 50 |
0 | 0.0 | 1,189.5 | -2.7 | 16 | 3.7 | 4 | 10 | - |
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No. 100 |
0 | 0.0 | 1,247.4 | -3 | 11 | 2.7 | 3 | 8 | - |
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No. 200 |
0 | 0.0 | 1,288.1 | -2.9 | 8.7 | 2.0 | 2.0 | 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: 2026-08-13
Published Comment: Combined Gradation Complies
Report Comment:
Published By: Colt Sweeny
Published Date: 2026-08-13
Published Comment: Combined Gradation Complies