Combined Gradation Report
Report Name: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2024-10-18
Specification: Type A HMA 1/2 inch (Submittal ID: JMF3511-22-2023-19)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2024-10-03-92 AASHTO T27-14 Percentage 75 % Total WT 1862.9 g Fine Agg WT 510.2 g | 2 Reclaimed Asphalt Pavement 2024-10-03-93 AASHTO T30-19 Percentage 25 % Total WT 1624.7 g Correction Factor: Yes |
Combined Gradation 100 % |
Target Value |
Specification Limits (Target Value ± Tolerance) | |||||
|
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 | - | |
|
1" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | - | |
|
¾" |
0.0 | 100 | 75.0 | 0.0 | 0 | 100 | 25.0 | 100 | 100 | 100 - 100 |
|
½" |
131.7 | 93 | 69.7 | 0.0 | 0 | 100 | 25.0 | 95 | 95 | 90 - 100 |
|
⅜" |
488.9 | 74 | 55.3 | 20.0 | -0.7 | 98 | 24.5 | 80 | 84 | 79 - 89 |
|
No. 4 |
950.4 | 49 | 36.7 | 503.3 | -1.3 | 68 | 16.9 | 54 | 59 | 54 - 64 |
|
No. 8 |
198.5 | 30 | 22.4 | 857.7 | 0.7 | 48 | 12.0 | 34 | 35 | 30 - 40 |
|
No. 16 |
312.2 | 19 | 14.3 | 1,068.7 | 0.3 | 35 | 8.6 | 23 | 21 | - |
|
No. 30 |
379.4 | 13 | 9.4 | 1,204.5 | 0.3 | 26 | 6.5 | 16 | 15 | 11 - 19 |
|
No. 50 |
418.7 | 9 | 6.6 | 1,301.3 | -0.7 | 19 | 4.8 | 11 | 10 | - |
|
No. 100 |
442.1 | 7 | 4.9 | 1,375.5 | -1.2 | 14 | 3.5 | 8 | 7 | - |
|
No. 200 |
454.8 | 5.3 | 4.0 | 1,434.4 | -1 | 10.7 | 2.7 | 6.7 | 6.1 | 4.1 - 8.1 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-10-22
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2024-10-22
Published Comment: