Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-07-22
Specification:
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-07-08-65 AASHTO T27-14 Percentage 75 % Total WT 2097.1 g Fine Agg WT 522.4 g | 2 Reclaimed Asphalt Pavement 2024-07-08-69 AASHTO T30-19 Percentage 25 % Total WT 1672.9 g Correction Factor: Yes |
Combined Gradation 100 % |
|||||
|
Sieve Size |
WT RET | % PASS | % USED | WT RET | CF | % PASS | % USED |
% 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 |
|
1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 |
|
¾" |
0.0 | 100 | 75.0 | 37.6 | 0.2 | 98 | 24.5 | 99 |
|
½" |
120.3 | 94 | 70.7 | 232.5 | 0.2 | 86 | 21.6 | 92 |
|
⅜" |
460.5 | 78 | 58.5 | 437.0 | -1 | 73 | 18.2 | 77 |
|
No. 4 |
1,048.7 | 50 | 37.5 | 774.0 | -0.4 | 53 | 13.3 | 51 |
|
No. 8 |
190.8 | 32 | 23.8 | 998.7 | -0.4 | 40 | 10.0 | 34 |
|
No. 16 |
301.3 | 21 | 15.9 | 1,195.6 | -0.5 | 28 | 7.0 | 23 |
|
No. 30 |
369.8 | 15 | 11.0 | 1,333.1 | -0.8 | 20 | 4.9 | 16 |
|
No. 50 |
416.7 | 10 | 7.6 | 1,424.8 | -0.7 | 14 | 3.5 | 11 |
|
No. 100 |
447.9 | 7 | 5.3 | 1,486.1 | -0.8 | 10 | 2.6 | 8 |
|
No. 200 |
466.3 | 5.4 | 4.0 | 1,525.7 | -0.6 | 8.2 | 2.0 | 6.0 |
|
General comments |
|
| ||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-17
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-07-17
Published Comment: