Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-19
Specification:
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Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-06-20-157 AASHTO T27-14 Percentage 85 % Total WT 5203.8 g Fine Agg WT 512.3 g | 2 Reclaimed Asphalt Pavement 2024-06-20-158 AASHTO T30-19 Percentage 15 % Total WT 1880.9 g Correction Factor: Yes |
Combined Gradation 100 % |
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Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% PASS
|
|
2" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 |
|
1½" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 |
|
1" |
0.0 | 100 | 85.0 | 0.0 | 0 | 100 | 15.0 | 100 |
|
¾" |
151.0 | 97 | 82.5 | 0.0 | 0 | 100 | 15.0 | 98 |
|
½" |
1,000.0 | 81 | 68.7 | 71.9 | -0.1 | 96 | 14.4 | 83 |
|
⅜" |
1,737.0 | 67 | 56.6 | 286.0 | -2 | 83 | 12.4 | 69 |
|
No. 4 |
2,871.0 | 45 | 38.1 | 925.6 | -0.4 | 50 | 7.6 | 46 |
|
No. 8 |
177.1 | 29 | 24.9 | 1,247.3 | 0.5 | 34 | 5.1 | 30 |
|
No. 16 |
292.0 | 19 | 16.4 | 1,411.8 | -0.2 | 25 | 3.7 | 20 |
|
No. 30 |
366.0 | 13 | 10.9 | 1,527.8 | -0.7 | 18 | 2.7 | 14 |
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No. 50 |
417.4 | 8 | 7.1 | 1,630.6 | -1 | 12 | 1.8 | 9 |
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No. 100 |
455.0 | 5 | 4.3 | 1,707.0 | -0.9 | 8 | 1.3 | 6 |
|
No. 200 |
477.9 | 3.0 | 2.6 | 1,756.2 | -0.8 | 5.8 | 0.9 | 3.5 |
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General comments |
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Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-16
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-16
Published Comment: