Combined Gradation Report
Report Name: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP
Report ID: Combined Gradation-2025-10-20
Specification: Type A HMA 3/4 inch (Submittal ID: JMF3511-22-2024-37)
|
Subsample Material DIME Sample ID Test Method Percentage Other |
1 Aggregate 2025-10-10-30 AASHTO T27-14 Percentage 75 % Total WT 5071.8 g Fine Agg WT 523.3 g | 2 Reclaimed Asphalt Pavement 2025-10-10-31 AASHTO T30-19 Percentage 25 % Total WT 1535.7 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 | 100 | 100 - 100 |
|
¾" |
0.0 | 100 | 75.0 | 18.2 | 0 | 99 | 24.7 | 100 | 98 | 93 - 100 |
|
½" |
522.0 | 90 | 67.3 | 159.7 | -0.1 | 90 | 22.4 | 90 | 90 | 84 - 96 |
|
⅜" |
1,443.0 | 72 | 53.7 | 377.6 | -1 | 74 | 18.6 | 72 | 68 | - |
|
No. 4 |
2,832.0 | 44 | 33.1 | 769.3 | -1 | 49 | 12.2 | 45 | 42 | 37 - 47 |
|
No. 8 |
177.6 | 29 | 21.9 | 987.4 | -0.9 | 35 | 8.7 | 31 | 29 | 24 - 34 |
|
No. 16 |
290.3 | 20 | 14.7 | 1,144.9 | -0.8 | 25 | 6.2 | 21 | 19 | - |
|
No. 30 |
359.7 | 14 | 10.4 | 1,250.6 | -1.2 | 17 | 4.3 | 15 | 13 | 9 - 17 |
|
No. 50 |
405.5 | 10 | 7.5 | 1,323.1 | -0.8 | 13 | 3.3 | 11 | 9 | - |
|
No. 100 |
435.9 | 7 | 5.5 | 1,372.1 | -0.7 | 10 | 2.5 | 8 | 7 | - |
|
No. 200 |
454.9 | 5.8 | 4.3 | 1,407.7 | -0.6 | 7.7 | 1.9 | 6.2 | 5 | 3 - 7 |
|
General comments |
|
| ||||||||
Gradation By: Colt Sweeny
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-22
Published Comment:
Report Comment:
Published By: Colt Sweeny
Published Date: 2025-10-22
Published Comment: