Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Sieve Analysis With RAP
Report ID: Combined Gradation-2024-09-7
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2024-47)
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-08-19-64 AASHTO T27-14 Percentage 75 % Total WT 2091.9 g Fine Agg WT 515.6 g | 2 Reclaimed Asphalt Pavement 2024-08-19-65 AASHTO T30-19 Percentage 25 % Total WT 1571.2 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 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
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 |
|
½" |
150.1 | 93 | 69.6 | 0.0 | 0 | 100 | 25.0 | 95 | 96 | 91 - 100 |
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⅜" |
518.7 | 75 | 56.4 | 13.2 | -0.2 | 99 | 24.7 | 81 | 83 | 78 - 88 |
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No. 4 |
1,106.0 | 47 | 35.3 | 566.6 | 1.3 | 65 | 16.3 | 52 | 52 | 47 - 57 |
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No. 8 |
209.3 | 28 | 21.0 | 894.0 | 2.8 | 46 | 11.5 | 32 | 35 | 30 - 40 |
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No. 16 |
323.7 | 18 | 13.2 | 1,088.1 | 3.2 | 34 | 8.5 | 22 | 23 | - |
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No. 30 |
388.6 | 12 | 8.7 | 1,211.3 | 2.3 | 25 | 6.3 | 15 | 16 | 12 - 20 |
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No. 50 |
430.6 | 8 | 5.8 | 1,300.9 | 1.3 | 19 | 4.6 | 10 | 11 | - |
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No. 100 |
458.0 | 5 | 3.9 | 1,367.8 | 0.8 | 14 | 3.4 | 7 | 8 | - |
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No. 200 |
471.2 | 4.1 | 3.0 | 1,412.7 | 0.4 | 10.5 | 2.6 | 5.6 | 5.9 | 3.9 - 7.9 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-05
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-09-05
Published Comment: